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HomeMy WebLinkAbout31075-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32149 Date: 01/19/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 10375 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 119 Block 1 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 22, 2005 pursuant to which Building Permit No. 31075-Z dated APRIL 25, 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 JOHN & JANE ANN INGRILLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0078 01/05/07 ELECTRICAL CERTIFICATE NO. 2087286 10/16/06 PLUMBERS CERTIFICATION DATED 09/29/06 PERFECTION PLUMB.&HEATING Authorized Signature Rev. 1/81 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. i7 New Construction: Old or Pre-existing Building: n (check one) Location of Property: In House No. —� Street = Hamlet Owner or Owners of Property: J�4 K Suffolk County Ta3c Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3 O Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �l. Applicant Signature C0L 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. 31075 Z Date APRIL 25, 2005 Permission is hereby granted to: JOHN & JANE ANN INGRILLI 3444 CARROLLTON AVENUE WANTAGH,NY 11793 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 10375 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 119 Block 0001 Lot No. 015 pursuant to application dated APRIL 22 , 2005 and approved by the Building Inspector to expire on OCTOBER 25, 2006 . Fee $ 1, 806 . 00 7�uthorize8 Signature ORIGINAL Rev. 5/8/02 co rJ�rJ13tPtPrJ�rJ�rPrJ�rJ�cPrJ�rJr111 111 111rJ�cfrJ�rJrlr�rJcPcPr�rPr�rJ�r1rJ�rJ�rJ�cPMIRRI PRI PRE r PI-re I RPLLPLPrc Pdr3r3PLr PLPL J o BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 S5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 5 G & S ELECTRICAL CONTR. JOHN INGRILLI r5 P.O. BOX 215 10375 NASSAU PT. RD. 5 C5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 Located at 10375 NASSAU PT. RD. SOUTHOLD, NY 11971 S Application Number: 2087286 Certificate Number: 2087286 5 5555 Section: Block: Lot: Building Permit::3 77c� BDC: ns11 Described as a Residential 3000-4000 square ft. occupancy, wherein the premiseselectrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor, Detached Garage,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, 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 16th Day of October,2006. 5 5 Name (OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 3 0 Carbon Monoxide 5 5 Appliances and Accessories 5 Exhaust Fan 10 0 F.H.P. C 5 Dish Washer 3 0 1.2 KW 5 5 Oven 1 0 30 Amps 5 Furnace 1 0 Oil 5 Water Heater 1 0 4.5 KW f5' Steam Unit/Sauna 1 0 50 Amps 5 Air Conditioner 1 0 60.000 BTU 5 LJ Air Conditioner 1 0 42.000 BTU 5 Air Conditioner 1 0 36.000 BTU 101 5 Air Conditioner 2 0 24.000 BTU 5 S5 Panels C, 1 100 12 5 1 100 6 5 5 Wiring and Devices seal 5 5 Outlet 208 0 Fixture Continued on Next Page I of 2 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 011 ���s ���EPRIWE TEL. 765-1802 U o��EFU[KCpGy� TOWN Or SOUTHOLD ti OFFICE OF BUILDING INSPECTOR P.O. BOX 728 'TOWN IIALL .+0 • SOUTIIOLD,N.Y. 11971 w 29 . , C E R T I F I C A T 1 0 N Date Building Permit No. 07 owner O 14 � (p-Lea-se rPlumberAi ase print) I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. c liltd' (plumher' s signature) Sworn to before me this -- �--day of SEp1E — j.'q' Notary Public gpp Notary Public, SOA(t--Y = County N0�9PuWIk �fiMwlbk COnrnbtioR JOL ,AOF SOUty�6 31o7sZ *®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL /42 , r9441 [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 DATE ! o _3�, INSPECTOR ' 1 of souryo6 31 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [OC] FINAL , [ ] FIREPLACE & CHHIMNEY [ ] FIRE SAFETY INSPECTION / REMARKS: ' 64 DATE �� �°2� INSPECTOR ' v Mark K. Schwartz, AIA — Architect, PLLC `s. P.O.Box 933 Pho .(631)734-4185 rCuxhogue,New York 11935 Fax:(631)734-2110 January 30,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Ingrilli House 10375 Nassau Point Road Cutchogue,New York 11935 (SCTM#1000-119-01-15) Bldg Permit#31075 To Whom This May Concern: I reviewed the project framing/strapping during the construction phase. To the best of my knowledge, the framing, strapping and connections have 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, Mark Schwartz Ing-IhB1dgDeptFremhigstrappmgCert Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutdwgue,New York 11935 F=(631)734-2110 January 30,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Ingrilli House 10375 Nassau Point Road Cutchogue,New York 11935 (SCTM#1000-119-01-15) Bldg Permit#31075 To Whom This May Concern: I have been back to the aforementioned site to inspect the rough plumbing. Peter Victoria (plumber) has completed a pressure test for the piping and filled all pvc waste and vent pipes. I hereby certify, to the best of my knowledge, all plumbing work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, N ,M Mark Schwartz I, fir J1 23 t IngrilliPlu nbmgCert Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cuochogue,New York 11935 Fax:(631)734-2110 January 30,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Ingrilli House 10375 Nassau Point Road Cutchogue,New York 11935 (SCTM#1000-119-01-15) Bldg Permit#31075 To Whom This May Concern: I reviewed the insulation installation the construction phase. To the best of my knowledge, 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, r. tt { Mark Schwartz 1 , �tiY 3 Ingril ffidgDepOnsulationCert 1 = Mark K. Schwartz, AIA -Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 F=(631)734-2110 December 14,2004 Southold Town Building Department Main Road Southold,New York 11971 Re: Ingrilli House 10375 Nassau Point Road Cutchogue,New York 11935 (SCTM#1000-119-01-15) Bldg Permit#31075 To Whom This May Concern: I have been back to the site and inspected the poured concrete footings, pargeted walls and damproofing at the aforementioned property. To the best of my knowledge, this work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, t Ane lf � �VN3 % f °A�` a Mark Schwartz A7 X23 � IngdIBBldgDeptFoundCert New York Steele Department of Environmental Conservation Dlvislon of Environmental Permits, Region One BUwdthg 40-SUNY,Stony brook Now York 11790435M Phone:(1131)444-0385 - FAX: (931)444.0350 Website:,.'ww.dec.atatemy.on raa„r.+ion ;I'IM. TIU.t� --M ANS?4.A(,.1. June 20, 2001 Ardhwiy and Luis Bennardo 1.111 Nassau Point Road Culchogue, NY 11953 fttr, 10375 Nassau Point Rrard 0tichorlua, NY 11938 DECO 1-4736-D287510EM 1 Utrar Mr, and Ma. Bennardo: eased on the Information you have submitted, the New York State Departnrew nr t'.nvtrr,tunr:ril:d Cbnservatlon hes determined that; rhe Portion of your properly wt,irh Is lormted Innrlword or Iha 28 root elevation rX,nrour qs 0imml rn non survey prepared Dy Peoonic Surveyors,P.C.103t revised MerCh 2.2001,18 L*yorKl if r4 JUrlsdtrtiprr pr Artirar. 25(Tidal Wetlands). Therefore,k1 ecoordance with the current Tidal Wetlands land Use Regulatkms(6NYCRR Pad 601)uo p'rmft is required under the Tidal Wetlands Act. Please be advised, however, thal no construc.Uoil. sedimenlstlon, or disturbance of any kind may take place seaward of the tidal wetlerift Jurisdictional boundary, e8 Indicated aDova, without a permit. It is your responsibility to ensure Uwe all rwcecsary praosultonsamtaken toprevantanysedimentagonorotheralteration ord�i�g��p��id,�A uce or vetgstation within Tidal W etlends JurWiction which may result from your y Inaltide maintaining adequate work area between the ik%l waUand Jurisdictional bdunday and your proiml (i.e. o 15'to 217 wide construction area)nr erecling a temporary(encs,barrier, or hey balm berm. Please be huther oovisarJ that Ihis letter driest tool relieve you of the m9pornrlbiitty at otilmining any neeam”permits rx approvals from other agencies, Very truly ycmra, lq4jr Evans FalhMif�tNll!AdmimtNalralur nc Boukrvard Planning F_nal. Rr TOWN OF SOUTHOLD PROPERTY RECORD CARD �a OWNER STREET ) , VILLAGE DISTRICT SUB. LOT FOM OWNER: �aMD 4 0� N E ACREAGE /� yo J?y5t� hv?,nS S 1 fe/1,5 S W TYPE OF BUILDING //TT e{ -1111 f s- JYI RES. 2 /Q SEAS. VL. FARM COAW. IND: , CB. I MISC. LAND IMP. TOTAL DATE REMARKS 40wr A- Z') or✓ �aur� .:2 719-0 e o a 3 v o '7//Jg/,Z -L I I ►- �'hrens to Cry b - `77 1ro06a�o soj %s q �s' L117$a 3� -G-r b!n 00� 40 ahrIardo *a"r-'%3si vv 3 q DTi S ABOVE Farm Acre Value Per Acre Value Tillable 1 ?A r— po Tillable 2 31 3 Tillable, 3 Woodland Swampland a. Q o Brushla4ad, House Plot Total ■■■■i��r ■■■■■■■■■■■ •� ®� Founclat ® -■ Interior Finish � ■■-_ Fire Place �� ® ® Rooms I st Floor '_ is ®� ®� FIELD INSPECTION REPORT DATE COMMENTS OOA FOUNDATION(18T) y ------------------------------------- FOUNDATION (2ND) uVAX O ROUGH FRAMING& 9 PLUMBING !� y 13i-b Lr INSULATION PER N.Y. y STATE ENERGY CODE D � d O FINAL V1, j9 All,�4 AJ ADDITIONAL COMMENTS WeAto � pp �. Pmc� ' AlV16 M U >Q Gam- O il-►-o ° 15 �j,olb E Q O z x � x c ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ? �' Check Septic Form N.Y.S.D.E.C. Trustees Examined 1r7 ,20 y Contact: Approved s '20 J Mail to: C Disapproved a/c Phone: Expiration �` .`Z J ,20 " - �c Building Inspector APPLICATION FOR BUILDING PERMIT ,�j]� Date 0 20 t` ,iri of s — INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. ' ( b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition,six months. Thereafter,a new permit shall be required. 'APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building codeadmit authorized inspectors on premises and in building for necessary inspections. ,housin code,and regulations, and to (Signature of applicandpr name,if a corporation) 6'O Bo,�933 �y7 ccs Ari ?Ws (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises IfAIE /4IVi✓,L1C*Z/L L / (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- 10375' one: �� 1©3T 5' A14 S Situ /Po/.uT'2 0.�0 �/7r 6MoGaE House Number Street Hamlet County Tax Map No. 1000 Section / Block 0/ Lot-,' q w -1.', -..-.mo Subdivision Filed Map No. Lqt : I , (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy YIA/ C/_ F E4 41 !C y e,CL y r -,� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition_i.� AlterationJ� Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling•units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. SE-F, i c*j I 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ` Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories SEI . SOCUEAI 9. Size of lot: Front Re Depth ) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated g: 4-6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES-K NO 13. Will lot be re-graded? YES4 NO Will excess fill be removed from premises? YES NO_ Jet}NiMvo MOW E, 344¢ C*I&LOL67D -' 4vi 14. Names of Owner of premises A;6x u.w Address W4^4144 iuY )Shone No.S/(- -]?/-00 J3 Name of Architect sb/L Hw.l cT i Address PO 4nr 9 73 Phone No 7.34-41,PS- 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. Providesurvey, 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 �� being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agenf.Xorporate 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 0-,aA Z 2005 otaryli)�� Si ture of Applicant LINDA J COOPER NOTARY PUBLIC,State of New York NO.01CO4822563,Suffolk Count Term Expires December 31,20p A70�� Mark K Sch wartz, ALA —Architect, PLLC �� Phone:(631)734-4185 P.O.Box 933 Fax:(631)734-2110 .•a+� Cutchogue,New York 11935 TRANSMITTAL Date: March 17,2005 To: Southold Building Department Main Road Southold, New York 11971 Fax number: 765-9502 Phone number: 765-1802 ,•:' ""'� A71 4 From: Mark Schwartz ���•�� ;l1 f �'rs Re: Ingrilli House 10375 Nassau Point Road New York �-s SCTM#1000-119-01-15 '• rte. .ln...K�.•'.-�i!J..ry.Fr Pages: 1 (including cover sheet) Comments: The existing septic system at the aforementioned premises is a 1200 gallon septic tank with 8'-0" diameter x 12' deep leaching pools. This system meets the code requirements for the 5 bedroom structure proposed. Please call this office if you have questions or require additional information. Ingrfl iSepticl.doc BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: � /­9SI04 APPLICANT: 4 DATE SUBMITTED: ` /$ /OSS SCTM#DISTRICT: 1,000, SECTION: _l is , BLOCK: i ' LOT: 1 � SUBDIVISION: l�(Gt,�' 10_d ADDRESS: 10345- 9",, PielCITY: Cv f�r�� .�� ZONING DISTRICT: 9(/()CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE-C'°. R N" BP " _Z./C/0 Z- , INFO .;6 BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z INFO SINGLE & SEPARATE CERTIFICATION-REQUIREDi�NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOT FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: /c ACT. LOT SIZE: S2,*0 REQ. LOT COV. a20�% ACT. LOT COV. ✓� REQ. FRONTjy PROP. FRONTREQ SIDE -)—ACT. SIDE REQ. REAR —D PROP. REAR REQ. HEIGHT _/PROP. HEIGHT . PROJECT DESCRIPTION: bS ESTIMATED PROJECT COST: -ARCHITE /ENGINEER: WATER FRONT? DESCRIPTIONi PANEL # FLOOD ZONE: BULKHEAD? - DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES lj�W, (BED #): DTE: _/_/ PERMIT#: TOWN SEPTIC RECEIPT: Y oo SEPTIC CERTIFICATIO&SPor N NEW YORK STATE DEC: PRE-DEC 9/1/75 or NO- M e7cte(TSTE: /cW/ ( PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE _/ / PERMIT#: TOWN ZONING BOARD APPROVAL: YES ofm o -mDTE:_/ / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE _/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: n ti FEE STRUCTURE: FOUNDATION: . ea SF FIRST FLOOR: y 0 4 SF SECOND FLOOR: ., ' SF OTHER: SF INIT OTHER TOTAL TOTAL: 6,3 -4SF - FEE FEE FEE ( G � SF)- SF)=,j C> SF X$ 3().=$ /6 6 +$ +$ _ $ M6 ASF)- (SF)= SFX$ .=$-+$-+$-=$ ASF)- (SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: ro, nd:Snow Load: 45 Wind-Speed: 120MP smCategory: B Seiic.Design Categ r.CS sR.t` . -" r . .. ted. ^. { ;: .• af- -• `#. Jlaf� --__.— _ ___.;.�. _ __-. Weathering: Severe Frost Depth: 36" Termite M' �0 Decay: S A Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P SCRIPT FULL FRAMING DESIGN ELEMENTIg/N HEADERS: Y/N WALL S�&S:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOI�JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SN(://N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:&N EGRESS 5.7 S.F#/N LIGHT 8%q/N VENT 40/.(Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM.O/N LOCATION OF FIRE PROTECTION EgdTMENT:Y/N TRUSS DESIGN: Y/�), CERTIFICATION: Y ENERGY CALCSb/N TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE) ANY ALTERATION OR ADDITION TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STA TE EDUCATION LAW. EXCEPT AS PER SECTION 7�209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON HEREAN ARE VALID VCCAppLpID OR T/�POST/�MAP��pp ND C SS T TOF HEREOF SURYV�YOR ! WHOSE S/GNATIIRAFRS hEREOI4 po`• Ap�p pp/�./op LLY T C FLAY WITH SAD Lyq�SWUpp//�TFIE TERM ALTERED BY' .\93 �R09,TTw TOS-DATE'A NOTEN�CaM 3EMNCE � AWW.. d�e`�'rJ�5(0 3q ?B I \ oo 2� cn se sF Paip ( O 3 i Oft N A�J it tCi,Y �• i / ys a I I �� tT YB � � � / i r I / � i i 44 I 39 34 36 / I ,P / I I 1 1 / 40 I % y 44 S4 46 Q 20�M /Z 48 5 \" y�� lI/ �,�.P qey J lac, pe P � / GJ Pit 01 x 4p Ap l ^ \ \ \\ O of-3`N \��� \ \ \\ \ app\2�. P� 'O \ ha�\ rt C AREA = 1.0423 acres a m`� to tie lures \ 0 o Q \ =4 SURVEY OF PROPER T Y A T NASSAU POINT TOWN OF SOUTHOLD CERTIFIED TO/ SUFFOLK COUNTY, N. Y. JOHN /NGRILLI 1000 -119 - 01- 15 JANE /NGRILLI Scale: 1" = 40" FIDELITY NATIONAL TITLE INSURACE COMPANY OF NEW YORK Nov. 3, 1992 MAR. 2, 2001 ( Topo. I FEB. 14, 2003 ( revision J OF N@(.y MAR. 12, 2003 1 certification 1.N> 1 10 Aa I6, 2004 (proposed house) e �, rz RF MARCH 17, 2005 �- A EXISTING HOUSE TO BE REMOVED * * NOT SHOWN HEREON 18 CONTOUR LINES ARE LOT NUAMERS.d PLOT NUASERS HEREON ARE REFERENCED TO N.G.V.D. REFEREE TOPAAENDED MAP A OF NASSAU POSIT' FLED MJ THE OFFICE OF THE SUFFOLK Lgl/ �,L PECON SURVEYORS, CLERK AS MAP NO, 156 AND TO 'MAP OF SECTION B of NassAu PO (631) 765 - 5020 FAX (631)-765 - 1797 Avr FLED AS MAP NO. 745 P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 CerNpcallons46119196 Csrl/Bcallons 92-280 ANY ALTERATION OR ADDITION TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARS' VgLA9 FOR MAP At COPES THEREOF ONLY /� HOSEE , OR C,4e�'S BW S!� OPtRA SSED SEAL OF THE SURVEYOR A GLNLAY TT*pF CAP Y WITH SAID LAW THE TERM AL TERED BY' J�6' MUST B USED 81�AO ALL SURVEYORS UMIZ4VS A COPY OFA 0 SUR Y S MAP. TERMS SUCH AS 'M/SPECTED' AND e9 r� 50 \ '59CHT - TO - DA ARE NOT W COMPLIANCE WITH +fly LAW. \t r N'�ro9 34 86 t$` \ Q• L aO 3z\` / I O I i 42 44 46 ' y ✓ I I 1 I I ''7(g \ 44 V y/ TZ Q ^t '� � 'I �^( �//'1 + I�c^' l I ` Imo. \\I__,�_� t_Tj• 48 30 t t �.a N 4t. 3 5 : // \I \` evil Vo ' \\ `\\ \ \ . \ \ ` '` `1''N' - ` ♦fie ` - `ir $' nA f0. ' o ' \. ♦ ,,\ \ .Ik3 R 5k�\��rt AREA = 1.0423 aces fo fie lues o 'oo Q o 0 4 SURVEY OF �< FOPERT Y A T NASSAU POINT TOWN OF S0UTHOLD CERTIFIED To, SUFFOLK COUNTY, N. Y. JOHN INGR/LL/ 1000 -119 - 01- 15 JANE INGRILLI SCc'�I@ Y� — 4O� FIDELITY NATIONAL .T/TLE /NSURACE — COMPANY OF NEW YORK Nov. 31992 , MAR. Z, ZOO/ ! Topo. J FEB. 14, 2003 ( revision 1 MAR. I2, 2003 ( cerlilicalion J ,��OF►'IFq.I,qq-� MET2 07' S. LIC. NO. 496/8 CONTOUR LINES ARE LOT NUMBERS.d PLOT NUMBERS HEREON ARE REFERENCED TO N.G.V.D. REFERENCED TO"AMENDED MAP A OF NASSAU PEC S P.C. CLERK ASRMAP Na 156 AND IN THE OFFICEOTO '"4P OF SECTION (6 (631) 765 - /797 B of NASSAU PO/Nr' FILED AS MAP NO. 745 OVA .9 f. ER STREET 0, N.Y. II97/ Cerll/Icallons 6//8/96 Cerllncalloes 4//7/96 92-280 LOT NUMBERS & PLOT NUMBERS HEREON ARE REFERENCEDt, Y HEALTH DEPT. REF. NUMBER RIO-05-0078 TO AMENDED MAP A OF NASSAU POINT" FILED IN THE 11*E�LAR SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 156 AND p'`99 cuR s TO 'MAP OF SECTION B OF NASSAU POINT FILED AS MAP NO. 745. Cly 16 Ss sumo ..... : SURVEY OF PROPERTY °ryv AT NASSAU POINT t a4AN o 5 TOWN OF SO UTHOLD :, �, •�, +/ TA SUFFOLK COUNTY, MY. cn ural to /f di 1000-119-01-15 *CSA wE mSCALE.• 1'=40' m to NOVEMBER 3, 1992 - 3� MARCH 2, 7001 (TOPO) ' tfice cg t u, r _ 4:ren4 + FEB. 14, 2003 (REVISION) _ _ MARCH 12, 2003 (CERTIFICATION) AUG. 16, 2004 (PROPOSED HOUSE) • MARCH 17, 2005 / $ JUNE 20, 2005 (SET MARKERS) OCTOBER 19, 2006 (FINAL) I J 4 � ' VE 23.7 5 GPR R1 OE�t}'"ttz� ,p�Av1 1 Tr 39 `Q o f. 62.6 {FSP �0� 8yP �oc� CERTIFIED TO: JOHN INGRILLI JANE INGRILLI FIDELITY NATIONAL TITLE INSURANCE COMPANY ��� ao• OF NEW YORK O y oF NE�vy S I am familiar with the STANDARDS FOR APPROVAL yAlo M_ 0� 0� �o AND CONSTRUCTION OF SUBSURFACE SEWAGE n 2c . \. ✓� o- DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES N, . bC. NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON and will abide by the conditions set forth therein and on the 16EC l S C;. OF SECTION 7209 OF THE NEW YORK STA 7E EDUCATION LAW. 7 permit to construct. (631 5— X 3 ) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICAnONS -4- 'F,� P.D• 0 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF s SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR The location of wells and cesspools shown hereon are 1230 R{9$11 WHOSE SIGNATURE APPEARS HEREON. from field observations and or from data obtained from others. SOUTH �d 92-280 PROPOSED SEPTIC SYSTEM DETAIL aFVISI0N5: 1• xcn✓uoum b,w - - - - N.T.S. 30 -- --------- cv �`Mlli l2 ,' � _- Of TEST HOLE DATA / N.T.S. LEACHING POOLS SEPTIC TANK NOTES D. NOTES v MINIMUM LEACHING SYSTEM I5 4 POOLS, 4' DEEP, B' DIA. V. MINIMUM SEPTIC TANK CAPACITIES I5 1500 GALLONS, v, Z 2), LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST r C. 2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE „�. Y Z NO WELL LOCATED WITHIN REINIFORCED CONCRETE (OR EQUAL), STRENGTH 3). ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE O 6N 150' OF PROPOSm SEPTIC TOR EQUAL), OF 3000 psi AT 25 DAIS, SYSTEM LOCATION 4), A MINIMUM D15TANCE BETWEEN LEACHING POOLS AND WATER 3). WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP „u' '� U HIGKNES5 LINE SHALL BE MAINTAINED. OF 6" AND A BOTTOM THICKNE55 OF 4". ALL WALLS, e 5J. AN S" MIN, DISTANCE BN ALL LEACHING POOLS AND BOTTOM •G " 6EPT'IO TANK 6HALL BEE MAINTAINED- AND TOP SHALL CONTAIN REINFORCING TO RE515T AN a APPLIED / FORCE OF 300 psf. 4). ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS / WATERTIGHT. 5),/ THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ./- 1/4') ON A MINIMUM 3" / THICK BED lSp OF COMPACTED SAND OR PEA GRAVEL LU V/ l �Q, 6), A IO' MIN, DISTANCE BETWEEN SETIC TANK AND HOUSE SHALL BE MAINTAINED. _ / pj nETurvmG wAU In'-o NIGm I {,�c Ane I 1 - _ I / �' �E� C�Nw Ado ®®® M N AV/ v- S Sq�g3 1 YpN e� p z ,y Ir7KNINGWALLN'd HIGH) �/ 8,j 03, 0 O 8 3n:Etev,4o 3' n.o� grv0 .DD 3� ez' _ ____ __ 1t3 "L'4Yu W ELEV.36,3• ) O ELEV.36,3'I 95R1NESTEPS - 0 < O . 0' N O 1500 GAL. "y SEIRIC TAN% O \ ELEV 3fi 3' 1•F� A rviA' 9'nOHNrvHI6'DEEP - EI(P NG N 'ry O O I n LEACHING PQOL I')n ,(4).. PROPOSD PORCH 2 STY. FRM.NSE. 295 oEEN \ s� \- �� r 0363' uo' n,' SUFFOLICCOUNTYDEPARTMENT OFHEALTH SERVICES 7� o s• N' I = , resna'r FOR AFtnovAL ofconsrRtrc,TON FOR A GARAGE we a FnLv rtssmexce ONLY o .I °f lG] loo' •3' 162' _ _ 20 r 30• zo• 20• fMTE'V'i�l� H9 REF O. ` o rc TEST HOLE 15➢' 1,z ou n.r ' Lsd FbR OF BL•DRO M5 MMIM TMP YWIS PROM DATE F APPROVAL O (n a' / o 0 04�` DRIVEWAY EnsnrvG SFrn-tArvnr t cent of existing sanitaTy system must be in p, j yl0 proaEaenov�o fe1V/[bf. part 3t requirement Submit O D CID mamedCocmlVWM- asproof. �V i mLy 3 EXISTING UP O� `•, - PROPOSED f� --'WAY fl LOCAnoN •w/ J N 39038'20" E 257.57' DRAWN: MH I MS rnE g0.62 scA E: I =20'-0^ N27NASSAU POINT ROAD -7 ,r,l, 2,2005 f I I I SHEET NUMBER: IV 50- SITE P , N I� 220 s 1 1930„E SCALE: 1" = 2 =0' -_J hZ TI d I SZ lnC SOOT SDIAHIS HIIV3H A1Nnoo Nl0JAnS 03AI3:3221 REVISIONS: W .r Ln _ - I „ . , _ m„ II I I I �� I �a i II e i .... .,. ---------------------- un --- -------un ROOM na n�E NEW BASEMEN i - Lu I z cl ED �- I� a Z �x h - ------------- — - — ,I I f� ,I,�.��w,rxm„h,a,_nx, � • � � � .I L yJ 4 ,m®wnzrmmrc,¢ uw LY •ll/� ! 'll vl x�'"nuexarsmnoxepvo 4' � � COPIPAREN S:.CONCPT D5 ON rxr,mxmxniwmmm vwxm mo vrc. - -- -- OIL _ - �O 'z PROJECT NORTH FOUNDATION PLAN 'L z SCALP 1/8"= V-0' C I--i - � Aq yet INS 9 �`, DRAWN: MH MS SCALE: 1/8"=P-0" Y w ]OB B: �F 3uIV 21,2085 SHEET NUMBER: hZ l d I SZ 1N' SOBT A- 1 S33IAUS 141lV3H S 02A13038 REVISIONS: 1 Na 701111 ople \STONE WALLS \ \ pROp ERTVUNE a607 u s � T HIKHEN i' 7 . .� I W i I 31 I s — I 2 I 1' - , -- - - `I F- Lu 0 I' N - I _ O �uurvoav anon r �_' , 'y , LL c , JJ A - i , h --- -------- „l - N � a�rvm �v ✓, � � � � 0 z rn I O U PROJECT NORTH /9I�, 1ST. FLOOR PLAN ' prr �I XId' SCALE: 1/0"= 1'-0' , r �y� O •gcti,.� � 'W sc t\\ lY o DRAWN: MH/MS �.W' '•a`y—GY1 A,' R SCALE: 1/91J_l'l {, JOB#: +dT xL,jn�r{:+yll lull,zl,zoos SHEET NUMBER: n :I d i SZ inr soul A-2 1 J.1Nf100 NIOddOS 03A1302N REVISIONS: I�TY�1 malA1 Ll G i W Lnl eJ I �r z r.J. \I P Or vi Q K O BENPOOM Ne W / OPEN 1.1 Ln I , a oemw " � � 9a Z O N r� 03 I \ I O I ' m PROJECT NORTH 2ND. FLOOR PLAN TO z �llp� SCALE: 1/8" = 1-0' 2 j m O O v u L ZU H IL $ q0`: IN sc r , a ' ! � DRAWN: MH/MS 1 SCALE: . e ? July 21,2005 �'dG SHEET NUMBER: A-3 REVISIONS: 9"'-0" • 38'-0" lJ'-D" 16-10" 17-6" 5'-0" 111, _ �i�. . — / -- q T 6"STONE WALL ADHEARED TO STEPPING ST NES INTO GRA DE ,f '- ---------------------v---------—\----- - _ ten°= CONC. BLOCK WALL FOUNDATION W/6 RISERS ) o ___________ _ 8" 0 N CAL -- �r _ W/22"X8"CONC,FTG.W/2-k4 "• °' " �� f"p°e SHOWER DRVWELL — — — — , "'r\ _ _ CONT.RE-BAR PIPING TO ROOF ie ._, ri,.. n� "•y o_ n, J ",_ -, r _ ;.°� _ '`n„� o_i o n a _ °d,r`` ----------------------------------- ) " O n°- DIRAINAGtlEII ,B D_R __ r____________________ _ ------____ __ n _____________ - _n_°_.__m ___ ______________' _____-_________ _____________________________________________________ 3-1-3/4Xll=7/8 ML W/2-3/4"STEEL FCH PLATES FLUS _ ,__________r______ mZY' -------------- m , I` I 18-31/4' 14-6 1/4 _ ^I " CHIMNEY FOR )/q^T11Sfi0 WDM-i llo Yfi"DL I E� ., FURNACE AND '4 /it- SII ,� FIREPLACE ABOVEZP - n �' UTILITY ROOM __ __ _ _ W12x96 STEEL BEAM 4 £ µ+ - STORAGE ' � NEW BASEMENT - " L r, ------------ 3'-0" 15'-3" 3'-2 m , , , , , -- .l Aj 0 Q i 2' 1 15'-9 1/4" M�\ r L � I f- 'i2X8 LEDGER CONNECTED : W12X65 STEEL BEAM W1- STEEL BEAM , , '- ITO HOUSE W/2- 1/2"DiA. y '-,- 6X6X1/4 TUBE STEEL W 'iGALV. BOLTS W/WASHERS °' - -_-- - --- --- OWMN FOOTING W/8X8 BASEPLATE m W( #S REBARF ROC = i ,. iE, J Z G' 3' XI'-0"GONG. "g of Im Q 0 M 2X6 BEARING WALL r - - - S' i3 Q p, (4 MIN.) 06 0 W/16"XB"CONC.FTG r PS a Z L� 0 12x65 STEEL BEAM n t o / = - 15'-8 1/4" I'1 1B 1 1/4 W O TYP. 12"COC.PIERW " 8'-5 1/2' 1J'1"' 24'X29 X12"CONC.FTG. Mme. T-0"BELOW GRADE I II H m / DIMENSIONS FOR BEAMS o A` TO BE VERIFIED IN FIELD %' yh� all o NOTE: _ n n x Ji 1). MASON TO REVIEW PLANS WITH CONTRACTOR AND CONFIRM DIMENSIONS WITH 15T.FLOOR i IIF PIAN PRIOR TO BUILDING WALLS. W12X305 EEL BEM 2). HOUSE FOUNDATION WALLS TO BE ID"THICK, 9'-0"HIGH W/20"X10"CONC.FTG.,REINFORCED' WITH 2-#5 CONTINUOUS REBAR. , 3).BEARING WALLS TO HAVE 16"XB"GONG.FTG t 3 REINFORCED WITH 2-#4 CONT.REBAR ---�-------------- - --- ---' `\ 3_1-3/4X11--/q ML FLUSH HEADER _ _5-1-3/4%11-7/B ML W/2-7/8"STEEL FLITCH PLATES_ _ 4).FLOOR TO BE FINISHED OVER 4"THICK CONCRETE ='+ - _ < 0 FLUSH HEADER SLAB,VERIFY WITH OWNER ARCHITECT FOR - " ` ° " ° `4 _ l , RADIANT HEAT. _ /2Xinm la"nr IL 4).INSTALL 2"THICK X 169x.OALV.STEEL DECKING FOR STONE PATIO.DECKING TO BE ERECTED AND _ FASTENED IN ACCORDANCE WITH SDI MANUAL OF %'I ' ' r-1 ' ' II r r), 'I 4` L IL - 16IL L L CONSTRUCTION WITH STEEL DECK. , l r t - n' + ; t .14 I 1 ,.�, _ 'l J � � C ! I '�I I r L r l 'I _ I [ l r 5).FLASHING TO BE INSTALLED ALONG PERIMETER AND A' . : �+' �' - AGAINST HOUSE PRIOR TO POURING CONCRETE ON - DECKING.ARCHITECT TO REVIEW INSTALLATION. 6).DECKING TO HAVE"-1/2"CONCRETE,30001b,AND : __ __ ___ L� Iu� - ----------- --------------------------- L A 2 0 3 0 �`,� �J 0 Jr3 0 2�0' - P v. REINFORCED WITH STEEL WIRE MES L, , i , ' L , Q L .:\ L I,' L � ( -„ L , r 7).DECKING AND CONCRETE TO BE WATERPROOFED PRIOR N TO INSTALLING FINISHED STONE PATIO I:, - , I ^ - `_r _ - 4' r �, vn , ; .;; 2' _ m '`1 ,I TIL ,p' L Iu'- ", ":tiL IL 'I'," r L ' � II,' ,, r, ` IL , .- IL rL _ II ,, '` IL Iu -, L ' r `�I�=L rl _L .�t,T. q � ILi ''�1 L�Lq, IL �. -I r -I ,' 'I r t r 8).INSIDE PERIMETER TO BE BUILT WITH 2X6 OF#2 STUDS T y @16"OC,INSULATED WITH R19 INSULATION,WITH 6 MIL ° - - r -1 1 — - 'o _____ 0 -O Z 1/2'VAPOR BARRIER BETWEEN SHEETROCK TO BE INSTALLED,TION AND TAPPED ANDSPACKON.LED. T tl r , ; ,( CONCRETE SLAB ON `- " - _f' L, iL 'L r,, " � " _ r rL Iu IL - � L _ 14r Iu' iu L ,, \ L _ ri T ` COMPACTED SOIL - r f i t_'-i t ' _ — __:i_L ` : - i, r , �. FINISH TO BE CONFIRMED WITH OWNER ARCHITECT. ` T - < r _------- 50 ] 0 p r �_'_ ___i_ '. 9).INSTALL I-Ca2DETECTOR WADDRION TO SMOKE DETECTORS. // i l -r- ` 'I, /^/-_ i /� i i i / -` - u '� L L L L IL L L L F� - _ __ ___ r , _-----_ U 10).USE SIMPSON 2-MAX CONNECTIONS/HANGERS FOR ALL . - METAL CONNECTIONS IN CONTACT WITH ACO. CONC.BLOCK FOUNDATION WALL _ / Z p W/22"%B"CONT.FTG. - IL `-i L L ANCHOR S"IMBEBOLTS TO HAVE ' ! --- - - - -- - -- 1ALL TO DMENT - STONEWALLTOBEAPPLIEDTO OUTSIDE OF FOUNDATION @.6" 6'-2 1/2" 15,_2" 3._w 6'-3" 3'4' 13'-10 1/2" 4'-0" 11'_0" 8,.0•, 1psB^ 12,_0, 14'-6 1/8" 11 7/W 3'_p„ T-0�� it W IP G GWS 3'-0" 2'-0" 12'-6" 5'-0" T-P, 5'-0" 4'10" 5'-0" If 94'-q„ L__ l PROJECT NORTH FOUNDATION PLAN A� ,q ti: L- SCALE: 1/4" = 1'-0' DRAWN: MH/MS sg. SCALE: 1/4"=P-W ]OB#: August 01,2005 a4T WIC ,; SHEET NUMBER: A-4 REVISIONS: elo sEr erovos REV !Er STEPPING STONES INTO GRADE • W/6"RISERS(TYPICAL) II II II II II II II � ' l ,� II I II II II II II II II I II II II II II It II ) I II II I1 II 11 � I II I II Il I/ Il Ll ) ���.�� 94'3" 38'_p" 1J._p.. 1p,.g17..8.. TI 4'1 fi"STONE WALL ADHERED TO � --�-- - - - - J - ^--^-----°----------------- - _ ,°`- -'`- 8"CONC.BLOCK WALL FOUNDATION L. - n c W/22"Xe"CONC.FTG.W/2-#4 r I CONT. RE-BA ----------------- _ EF _ e "__------------ R I I o I -------------------------------------- r' - SAFEADE _ — _ I n„ r -e " - '. ° �, ° ' o„•� _ - `m' m > STORAGE ry ° EMERIOR WALL ABOVE a 19'-21/2" 161. 22'-7 1/2" VERIFY LINING UP AND Q+ 2 ry � BRACH. IN FIELD i � i i i DIMENSIONS D £ ��JII I v I ' z •.°r, CHIMNEY FOR FURNACE AND 11- _ 333 FIREPLACE ABOVEELI p e 4 UTILITY ROOM - - 5' W 12X50 STEEL THEATEW ROOM o z 6%6Xt/4 T Q EEL 1 COW MN W 8 BASE NEW BASEMENT ® a PATE I °,' 'MECHANICALS ' R DNC. FOOTING R: �l O - 4 #5 RE _______ ___ (4 MIM.) 16 3 3.21/4" 16'81/2" 18-11 2" _ _ _ _ _ _ -------------- _ ° 3-0 W12X96 STEEL BEAM - W12X 55TEEL BEAM W12%fi5STEEL BEAM CONNECTED12XB LEDGER 3 Dk GI BOLTS WW HEIP51 8._3.. ry ® —� / G'___• 'I —'i •______£___�' �' m -P 4' m ^'v a i•__- ACOLUMN, NC6X2' % FRENCH POCKET❑DO/ % " A ONC.FOOTINGm' W16" 8COCi 3 p m B'-5 1/2" W12X96 STEEL BEAM ° j a 0-6 O I I f 6 Z I I ry I ' � L_ � � "". / DIMENSIONS FOR BEAMS ' � vDV Fury 4 LL r I ,r TO BE VERIFIED IN C '�•'� 3 i� 3 II �I 6'1 4'-9 1/2" 13'.6" b" 1 ---- - - - W12XSOS�€LA9L - - - - - - ° , ' _ /r VERIFY ALL DIMENSIONS \� I 2.6„ m °v i 4�_e„ PRIOR TO CONSTRUCTION j- i F2-'�6' MECHANICALS / m f.. _ 3, ey '�-------' p�.p�, BEAM DEPTH WIDTH , --- - .i BENCH .� .� ep gyp` a ,I 1-3./4( J/BNL /2-3/Z' ST L CH PLATES ~� 14"THICK '1 j _ 3 W12X19 12,16" 4,01" I-� `,u corvc.wnu - - _I - — r _ PUM „ PS' _ FIE 304 1'S 1/4"I W12X30 12.34" 6.52” RN E BAT A ---------------------- W12X50 12.19" $.OB" BY /CB 471/2 4 A 'i- W12X96 STEEL BEAM W12X58 12.19" 10.01" fos, v �ti�n - N I I I W12X96 12.71" 12,16" `--- -- - ------------------------------------------- ------ ------ -' W10X22 10.17" 5.75" z ll4^ TI ra I/4" 3'41" 2'-21/r' `r' 61/4" v ` NOTE: GENERAL CONTOc TOR TO REVIEW WITH MASON _ NOTE: N FOUNDATION WALLS ALONG DECKING. - - rl CONFIRM ALL LOCATIONS AND DIMENSIONS PRIOR CONCRETE SLAB ON 1), MASON TO REVIEW PLANS WITH CONTRACTOR t a. \ TO CONSTRUCTIQN COMPACTED SOIL _ _ � 9 AND CONFIRM DIMENSIONS WITH IST. FLOOR I6 - ---- -- - ----------------- "'� _ - Q) PLAN PRIOR TO BUILDING WALLS. 1-t \ . - " , - - - - Llr 2 , HOUSE FOUNDATION WALLS TO BE 10"THICK, --- -------------------- ,J �° ��------- -- --- I ]'-319!' - ----- 9'-0"HIGH W/20"X10"CONIC.ITS,REINFORCED � � f` 2--------- - •- ,,` . � '° ` - - I - ---- � _ r� - 0 � Z WITH 2-#5 CONTINUOUS REBAR. 4 - _ _ _ PRO E CHEEK /\� n WALL P.j i --_----_ CONC.BLOCK FOUNDATION WALL ,. '. ,,' •_P-`^^{ P-I/ ❑ W/22"XB"CONIC. FTG. 0 3). BEARING WALLS TO HAVE 16"%8"CONC.FTG., i - REINFORCED WITH 2-#4 CONT.REBAR. > " IS"IMMEDIATE `, _ i _ i �,'' r _ _ _ _ _ _ _ _ _ _ _ _ —�` o - STONE WALL 70 BE APPLIED TO ------------------ . ;� On 4).FLOOR TO BE FINISHED OVER 4"THICK CONCRETE OUTSIDE OF FOUNDATION - - - - - - - - - - - - - �/ 1 I ,L Z CJ SLAB.VERIFY WITH OWNER/ARCHITECT FOR -------------------------------- P' v, RADIANT HEAT. 4).INSTALL 2"THICK X 169a.GALV.STEEL DECKING FOR STONE PATIO.DECKING TO BE ERECTED AND FASTENED IN ACCCROANCE WITH SDI MANUAL OF 11`6" 6'-5" 8'-3" ITT TI 6'-4" S-0" 131-91/2" 4'-O" 11'-1" J'-10 1/2" 3'-p" CONSTRUCTION WITH STEEL DECK. 5).FLASHING TO BE INSTALLED ALONG PERIMETER 94'-5" AND AGAINST HOUSE PRIOR TO POURING AROMATIC COMpOL CONCRETE ON DECKING.ARCHITECT TO REVIEW FOUNDATION PLAN rva caL .- Tmw svmcx INSTALLATION. mNraol PROJECT NORTH 5) REINFORCED WITH STEEL WIRE MDECKING TO HAVE�I/I ESH, SCALE: AND SCALE: 1/4" = 1'-0' J). DECKING AND CONCRETE TO BE WATERPROOFED PRIOR TO INSTALLING FINISHED STONE PATIO. B).INSIDE PERIMETER TO BE BUILT WITH 2X6 DF#2 IrvvEaT olscnnNSE A A IM T-.,� STUDS 1I INSULATED WITH R19 INSULATION, LML E. y WITH 6 MIL,VAPOR BARRIER BETWEEN '.AT z •7'A jl�g FOUNDATION AND INSULATION. 1/2"SHEETROCK TO a�slry !a+ N BE INSTALLED,TAPPED AND SPACKLEO.FINISH TO BE t !L� DRAWN: MH/ MS CONFIRMED WITH OWNER/ARCHITECT. „+ � ' Fp SCALE: 9).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE LR"euex INLET k r JOB#: DETECTORS. _ � 6T (• February 06,2006 10).USE SIMPSON Z-MAX CONNECTIONS/HANGERS FOR PUMP lj 7 QL' ALL METAL CONNECTIONS N CONTACT WITH ACq y 7 x� SHEET AET NUMHER: , � REVISIONS: )! alo ser a/ov/es Oi �c ) —j , nl STONE WALLS �� -�_�. r-._�_� r- ROpERTy�INE > � I -/�1j- 84'-6" 5-6" 9' - 1 / V-6"HIGH CUSTOM TRANSOMSE'-0" ]' " D - 'y N / -OVER- / 30-24P9848-29 � - U � O _ �L1:3%9X9'1/2 ML_ WUDHT3012 WUDHT3012 WUJDH2O12 o -OVER- -OVER- -(OVER- - / WUDH3028 WUDH3020 WUIDH2O29 - - - " I ~ - - -� - /1//N BUILT-IN CAB -KITCHENI. - �� 4 l DEN- 0 SPIT I-- _ - 4-1-3 X11-71M SHHEADER" - _ � I� II II n ry - �U( BAT-TILEH No. 5 v�- -- I L_ - I a❑❑11 � I POST o - - - - ABOVE I 'v �J 3 _ _ I 1 _ _ Z a I-FRENCH DOOR � - 14 I - I - I � 2'i" WUDHT301 ,_pu -- s�.i'+� I - _ a- - V _ _ - _ - - � - 1T-'01/2" " " Q O s O 3 e z: o m a � J II I I � I "'m Og -_ � _ � I � O� � c z oI - Q - - ro �m / a _ Z i - W 1- 4 -I 4 MICROLAM x - _ fs�� I � I DI K7 I CANTI RED DECK] I � of � o � _.,�� _ __ y, ^' ti e 4EV♦: OSTS a I m _ _, i O- - __ POST ABOVE it. 5 Q _Im ry z 2X101 HEADER 4 - - �/� / o -- - -I-�_ L - - - Q DINING ROOM-- I � ®x �I—OAK �. - F 3 2%6 DF#2- 0� lib =- 20%20 PEDESTAL STORAGE BASE COLUMN ti OPEN v m o o i- '� �+ TOM-�-I 0 —ABOVE_ �L CI F� - �1 _ _ _ _ L 11,71R"Tvsen rar e'nh-- ) TILE ENTRY .�-1-0� � � I P OAK - � � I I 213/ 91/2ML I I WUDHT212 - I- rl CT C - yFOo -OVER DOPE ABLLE-0VH ppts /`- � H 16'_1„ F-I L _ / 2-WUDH 812 � � � �I � � -' � WUDH2 22LC L- _ 1.� X3) 1-3/4X117/8 ML FLUSHIHF�ADER_ ?.1 20%20 PED STAL / � � � �R/ n4`- y6•Qp0' ,. q , � hZ1 d., l�, ,- _ - - _ I'^ _' / � _ I _ e BASEL WMN I �I o�-'�y I _ fie`(' I �j`r,°g0� SCI It O�,�Flp� IA� i a6p�`v2s 3-1-3/4 -h'21M- ���pP �. / , , '^� % ��� - �G (/) ' TV HIGH TRANSOM �l^I�i`�T`�' I i` _'�`/ - - - . 1 l C L 'I 1 l _ ` _ (3-1/2"SPACER]OVER ( I ( v - ( — - J - J _f '` —J _ Q Z L l A \ WUIFD6068XXR D00R ` L NOTE: s ,- oma / _ - ' _ 7 - _ -' _ 4 and s _ I -- �,ti+• ,y�¢ �,�� — - � 51 1).ALL INTERIOR DOORS ON IST.FLOOR TO BE T-0"HIGH. ?+ /ti _I � --- ' I ---� � _ � - - / 1� � r _ _ ' �,iB, -T l yaj, �- _ , U 2). CHECK ALL WINDOWS FOR TEMPERED 3).TRANSOMS TO BE 3-1/2"ABOVE WINDOWS AND DOORS BELOW. lo• � r -�- - - - - J _� - - 5'-9"%]'-1-3/8" / 2 6 ALL TRANSOM HEIGHTS TO MATCH. 3+ s r T GUSTO SCREEN ST RM - J j 4).ALL E%TERI00.HEADERS TO BE 2-2%10 DF#2 UNLESS OTHERWISE NOTED. 5).PLATE HEIGHT TO BE 10'-0'HIGH. / LT 6).PROVIDE S/B"FIR CDX SHEATHING ON OUTSIDE WALLS. 7).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS. 2'9" 6'-3" 3'-0" f /// �� � ^ / K cr4r''`F{ M1✓;�,t,1;,'`Li S).OAK FLOORING TO BE 3-1/2"WIDE, FLOORING TO BE FLUSH WITH TILE FLOOR. 12 0 54-6 2'-0' '74'-0" 8 6 -6„ 4 0 51-0V A I 11-01, 3'-O' T-0' 3'-0" 2'-0' 12' / DRAWN: MH/MS 1ST. FLOOR PLAN SCALE; PROJECT NORTH lOB4: SCALE: 1/4" = 1'-0' October 24,2006 SHEET NUMBER: A-5 REVISIONS: aio ssT eiwios �1' 72'-6" \`7/'. 10"BB' 2P.6" T-6" 1014. 3'-6" 17-6" ••. w,, . • 2'-8" 9'-2" 9'-8" 6.0" 21-31/211 12'-5 1/2" WAWN2428 -ABOVE- 0 �55 Fc�H �J�6aY' q�slg , WUDH2016— 3 v { m WUDH302B WNWN2424 ViVUDH3028 WUDH2O20 -ABOVE- W DH2828 WUDH2826 �+ EGRESS -ABOVE- EGRESS CC1 F n' --- BEDROOM Na. 2.._ y PLATE BATH No. 3--- E TR __ —' _ _, _t7 i 13 ]" 5'0 1 2" - T-6" — - 6 �' _:'RAISED STONE HEARTH' _ y.p17-0 1/2" BATH No. 2 x = nLE CATHEDRAL v --- I 4% DEREMOVABLE CEILING - _ _ 5/ 4 DECKING IMAH 6ANV :. 3'-p 1/2" _ _ 3 DECKING OVER EPOM ROOFI G < Y L.C. 2-2X6 B DE N v I Posr To RIG D o OAK N rva^ m DF#2 PCI 2' TI m h -Q' 8'- „ v CATHEDRAL z ti £ IRS 3 ti g @O 4 OAK -2%fi DF#2 CEILING '1,a POST ~LI 1. F�A 2-2% OF#2 10'-D /2" NII 1D'6 1/2" tiv r OAK h W/D POB (TYP. 4 MASTER BE6ROrL OM g 1p1�1 2%C�E , 1 1 1 1 BATHNo. l 6DNm e-z1aoqTILE � �`�_ c24-2X6 � mZPOGT LL 111 oti R ti rlz z I rv¢RE n .. 5-1/4%8-1/4 A LLAM ~ N COLUMN TO RI GE 0 �DFttz PD .ti.''� � ' o BATHI No. 4 - N po�zxfi DF#z •� - h�-i III I - --- o PLATE < BEDROOM No. 1 .p _ -- -- z'-9" JN OAN h ---- 'SOUN WALL ---- III I 2'-0' OPEN4'-1" 2'-5 4a> TO s 1 2" BELOW a r MASTER I IATH _ 3w / LINEN CAB. _ - TIL =� a¢ - — 3 STEAM 1 WUDH2428 WUDH2O16 AWN2428 27EM WUDH2824 WAWN2428 ABOVE 127 NUDH2622 NOTE. �I II III II ABOVE- 1).ALL INTERIOR DOORS ON 2ND.FLOOR TO BE 7-0HIGH. O EGRESS WAW1 UBH2828 WUIFD30 (R-WUDH2B28— X2426 2).CHECK ALL WINDOWS FOR TEMPERED - WAW 428-- IF 3) ALL EXTERIOR HEADERS TO BE 2-2X10 DF42 UN ESS OTHERWISE NOTED E- I I 4).WALL PLATE HEIGHT TO BE B'-T'HIGH AND 9'-0" DEILING HEIGHT INSIDE 5).INSTALL I-Co2 DETECTOR IN ADDITION TO SMC KE ALARMS 5/4X4 DECKING REMOVABLE \ / 6).OAK FLOORING TO BE 3-1/2"WIDE.FLOORING TC BE FLUSH WITH TILE FLOORS. DECKING OVER EPDM ROOFING 2 0" 3'-0" ]'-0" TAV 2'-0" \ / \ / O z \ / T mo y Z J U 6'-6" 21'-p" '-0 I/2" L B-S 1/2" 6'-51 2" 2'-01/2" 3'-S 1/2" 5'-11' S'dl" ;2'-21/2" H 271-6" yp-p.. 1P.6 26 72'-6" PRfOJECT NORTH 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' 1 ' DRAWN: MH� MB OC1010,24,2006 SHEET NUMBER: �4MENDMNT A-6 REVISIONS: Flo sRT eroeros iu( J( j( ]I J( )�1 1( 1 I� 11 )( I� 11 I( I�it q J )�)( _)( �_l_,L( �(_ ,'=��)n -(�,-,r,_ J�.�In� �fJCi P RP O _ STONE WALLS ERT►'<INE Talk, - ore 01- ' -5 = ,i o 'nJoi _ of 1)-� ( ill_( _( \` � 11-6" - 55_p 17-6' 7"0' _ r 171-113/4" 13'-6 1/4" 9-1 / 1'-6"HIGH CUSTOM TRANSOMS 5'-0" ]'-0" 5'-6" 01 / 30-24-P4645-14 - -_ .. Y ♦♦�� z � � U _ WUGHT3012 W-0HT3012 WIUDH2O12 ---- -- rP ( _ - _ _ - _ ri -OVER- OV R _ E -OVER- - WUDH302B WUDH3028 WUDH2O24 - - BUILT-INCAB. i 1 'P I �� ry F-EE-EE; I TV I�V L / - oi IIs �I - - b -- KITCHEN - x VI �I Q - = PANTIRY—' � 1 I DEN - -� oAK=- �I �I r _ �I ��onK22 � r I Z —" �+I %11-7/8 ML FL SH HEADER - S�¢ 51 BATH No. 5 - ,. In ml lei - _ � P f I I. I I I I - .\ " _ _� _ =ml - -]'-101/2"_ - - -� PST J� ••• I , A I - Z 3 — _.-_� _ _ AeovE 2-4 11 _� _ - �ry - - V - � - �_ �, � _ _ � _ A -I - r o] \ / �.__- r Q� LL _ 1]'-'01/2" o. n w �� 1 - J 3�O8 -MUD 0— �5- -- — -- - -�' ' li II� � o� N g -f t J= - °' _J n WI 1-9/4)0-1/4 MICROLAM CANTI¢EV�RED DECK]GISTS II 15 R1 PORCH - - L�' P05T ABOVE _ A F WA L ( 3, _ - L _ b Q I 91 J I i L - -- -- -- I I I I I I I -L_I _ 2-2X1 HEADER � � - J� DINING ROOM 1ST OAK 3"2X6DFM2 20X20 PEDESTAL 10_6 P 5T _ STORAGE _ _ I } _ �_ - 'P - _ - - _-- _ - _ _ Q _ a p BASE COLUMN - - ^+\- OPEN v —' r+ o _ -'- - - - 'AB VE LSI GUSTO GREEN TO — MS / e� gM I I I I - as _ PDR. -- TaE t C OAK=. 'YC , �. 2-WUD WUDM2 l2 FElP2d3 -I C -I 16'_1" - I_ - _ -OVER - n 1 - ( ✓' / OVER OPE ABLE-0VA QY - - " 1 LI-- S- - 2-WUDH 822 WUDHz 22 - �� �`Qn _ - Y - - , - - - 3 .�' �3�1-314X11-7/8 ML FWSHIHFIADEREJ �' �„p' aj 20820 PED SIAL / -' - JOnd`- y1QALG�� T -- / 0�,4 l p r __ P -4 t sQr"S I I I I_ �•2�� I BASE C WMN 6 HIGH TRAN50M (5-1/2 SPACER)OVER WNTFD6068MR DOOR L Q/43 � \ -/ I _ .. � -' L .� �� � L ����o ss„ � ti{-`�� ,y\e �i`°,�'' r I~� / 4 •L '�° 5 NOTE: a, 1).ALL INTERIOR DOORS ON 151'.FLOOR TO BE]'-0”HIGH. 2),CHECK ALL WINDOWS FOR TEMPERED - - J `- 26 3).TRANSOMS TO BE 3-1/2"ABOVE WINDOWS AND DOORS BELOW. to• -'- F—� �" i --� GUSTO SCREEN ST RM ALL TRANSOM HEIGHTS TO MATCH. 4).ALL EXTERIOR HEADERS TO BE 2-2X10 DF#2 UNLESS OTHERWISE NOTED. tom`'' 5). PLATE HEIGHT TO BE 10'-0'HIGH. 6).PROVIDE 5/B"FIR COX SHEATHING ON OUTSIDE WALLS. " `� l y /.'vr1 Y` `•J x-'✓ `` u� 7),INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS B).OAK FLOORING TO BE 3-1/2"WIDE. FLOORING TO BE FLUSH WITH TILE FLOOR. S_y�� 6'-3" L Ii B 6 4 0 / 12-p„ 14�_6�� 2-_p�� 3�I T-p., 3'-p.. 2'_0.. 12._6.. 5'-0" T-0" 5'-0" / ]4'-0" / I DRAWN: MH/M5 SCALE: 1ST. FLOOR PLAN SHEET S �� -_ 1 1 / O� HEET NUMBER (PROJECT NORTH : SCALE: 1/4 1 -0 �/ ,4M�ND1"I�1�lT _ A5 REVISIONS: BIO..T 72'-6" �'�m 10-6 27-6" P-8.. 9.41 g.-B.. 6-0" T-3 1/2" 12'-5 1/2" -AWN242B -ABOVE- p¢ 4� �'FhS' Pc0 �2XRC Q16"DC -- m u U m WAWN2424 3 - - -- WUDH2O16= 3 WUDH3028 VNUGH30z8 WUDH2O20 - -ABOVE- EGRESS -ABOVE- EGRESS - W DH2828 WUDH28218 PLATE BEDROOM No 2 - - - - OAK- ° U - -- — — BATH No. 3 a TILE ', — _ — — - - rT 4 13 7 _ 5'01/2" T-6" �q _ --'6 - --� 0 AISED STONE HEARTH"f r i 2- v'- 1/2' I - BATH N 2 - — — cATHEDRAL I TILE � CEILING 5/4XD DECKING NG EREMOVABLE R EPDM MAHOGANY - 2-2X6 DF# .. IIIIIIII - I T - --i_6 � 2'-6�� I 4'-p POST TO RIDGE B DR 2-2%6 OAK ae^ DF#2 PO I I Ei I„ -_ SVa4�o S'I51/2" Y 2-6 TI TTI-7 Y CAhIEDRAL qgq ep q W.I.C.(•. 3-zz6lF#2 CEILING 1 1 - O ',g POST' H HOA h w/D _ li T � zl-zxDF#z 1- 10'-01/2" OAK � 'I I I I ISI PO (TYP.7 4 MASTER B bR OOM � ]e•rv¢ne b' i �+�. �R. i\ IIIIIIII FA ILLLw Z 6..3.. GE RIOGEmg COWMN TO DN '^ 2 BA N TH o. i n o �. TILE -2X6 FIs a O �Q a a mN -- - ----_ rytiti I�I III DF#2 POST 1-34X11- L H DE � 2'.�� o 1 Z /II cnF o 5-1/9%5-1/4 PA LLAM m I Z 1 — V 9'-512" 2X ti Ili ® _ --- COLUMN TO RI GE O F Iz Pal ,yti�� o l BATH No. VI4- _ N 131-2%6DFnz FH II v -TILE P05T 11 PIATE a - BEDR OM N 1 I OAK 5 4' 1" x1151/2. 2 B 1 303N WALL PENTO 4 ; _ BELOW — LINEN CAB. _ —TILT ` BEDROOM No. 3 6f OAK —1'SHOWER \ WUDH2428 '*\-WUDH2O16 TEMPERED TEMPERED "ABOVE- AWN2420 2-WUDH2824 WAWN2428 NOTE: Y I , '^ (2) ABOVE 622 1).ALL INTERIOR DOORS ON 2ND.FLOOR TO BE 7-0 HIGH WAW UDH2B2 EGRESS 2).CHECK ALL WINDOWS FOR TEMPERED WUAF030fj28fR—WUDH2828— 12420 4 3).ALL EXTERIOR HEADERS TO BE 2-2X10 OHf2 UN ESS OTHERWISE NOTED - VE- 4) WALL PLATE HEIGHT TO BE 3'-0"HIGH AND 9'-0" EILING HEIGHT INSIDE 5). INSTALL 1-CO2 DETECTOR IN ADDITION TO SMC KE ALARMS 5/4X4 DECKING REMOVABLE \ 6),OAK FLOORING TO BE 3-1/2"WIDE.FLOORING TC BE FLUSH WITH TILE FLOORS. DECKING OVER EPDM ROOFING 2'0" 3`0" T-0' 3"C" 2'-0" \ / 0 � z m z 21'-0" '-0 1/2" 6'-5 1/2" 6 ll2" '-8 14 3'-5 1/2" s'-ll" 5'-11" 2°-2 1/2" H 6" 17-6" 7T-6" PROJECT NORTH 2ND. FLOOR PLAN „- . , .. SCALE: 1/4" = 1'-0' �,�,/° -}+p '-'Y'^•r=tip„ DRAWN: MH( MS SCALE: 1/4"=f-0" ]OB#: October 24,2006 SHEET NUMBER: A_( REVISIONS: xio sFr arozres � .� � STON E WALLS\ —=( r ' _r " AROP I 1111.011114 1mm1 /� AN1111i���l �( Ic f� s �JL/( .�_ .!VT- � 84-6" 55"1" 17-6" 7`0" � 5'-6" 9'-6" 17'41 3/4" 13'-6 1/9" B'-6" - M / 1'-15"HIGH N TRANSOMS 5'0" T-0" 5'-g" / -OVER-VER- � / 3o-24P4R4B-29 — — WUDHT3012 WUDHT3012 WUDIH2012 - - - - I 1 7 r -OVER- -OVER- -OWER- t' WUDH302B WUDH3028 WUMH2O24 �_ w _ r I � qBUILT-ININ CAB KllTCHEN - - - - - ji ifI ( FLUSH STONE HEARTH L - / -- ./ — I �, -=PANTRYr DEN--- T— EN - - - OAkT� _ �' 6- - _ _ _ --- 4-1-3 X11-7LFL LJBH HEADE m OF POST �� E 5 TIu.E� - I r g - — oaP L x ml l I L. - - ABOVE GT o —I - - 3 - x 3 - a V -FRENCH DOOR — F - g � 1 3 8 __ of II 4 o W ,,._ _r d0 , _, / _ -- _r as LL - — s LOM - O - - _ -r - m TIL -7- 0 - � .—._- r � _ _ V D m e I 0y,-� __r II � $' F ne 3 _ x 7B"TTIB:O 19"Of 1- /'I 1 4 MIC0.0LAM CANTI _ / � )O- / 4EV�RED DECIC]OISTB v '3�3 O, i L - - - _ 1 --- � W-, —POST ABOVE Q I �— _ HEADER ��� � t= I. 1 --_ L o DINING ROOM , I IDH2O PEDESTAL \.♦ BASE COLUMN _ - ,,,6\_ \\ -- OPEN - li ABOVE — a 3 gJX7-1-3/FVC NSTOM CPEEN STeR \ � 3 I 19 _ _ _ CF CI C, 1p e }°i - _ � I _ T� I - nuE� - — CAK - - - - - - - - - 14 PJJI z-13/ "12-ML-1 I W2-WUU 8122 2-WUDH B2- T OVER -OVER WUDH2 22 m/ / :3113/AX11-7/B ML FLUSHHEADER � � - � I I � � I � 1 �, / _ z C SRE _ 20x20 PE AL b2oed'- '� -4 r,��W'r �J r; '�C�,���0 - O' - q9 _ _ - G ' Ln BASE C LUMIJ ch / / /i _ ` _ � % _ �— \ I ti � -- ' � ' - I_ / QI �� Z UUR WUIFD6068X%R D00R m 91 NOTE: � j 1).ALL INTERIOR DOORS ON 1ST.FLOOR TO BE 7-0"HIGH. I I I 2).CHECK ALL WINDOWS FOR TEMPERED L- - j J r - 519'X7-1-3/8" / 3).TRANSOMS TO BE 3-1/2"ABOVE WINDOWS AND DOORS BELOW. '70� CUSTO I SCREEN I SII RM ALL TRANSOM HEIGHTS TO MATCH. \,b i - 1 4).ALL EXTERIOR HEADERS TO BE 2-2X10 DF#2 UNLESS OTHERWISE NOTED. / 5).PLATE HEIGHT TO BE 10'-P'HIGH. r ( (rT�'J ItTCI�/L 6). PROVIDE 5/8"FIR COX SHEATHING ON OUTSIDE WALLS. 7).INSTALL 1-Cat DETECTOR IN ADDITION TO SMOKE ALARMS. 8). OAK FLOORING TO BE 3-1/2"WIDE. FLOORING TO BE FLUSH WITH TILE FLOOR. / L21-01. �'I 14'-6" �.0.. S-0, 7.,0" 3`0„ X-C" 12'-1" SLO" T-C)" S,-C)" / r-ou 74._0., / / DRAWN: MH/MS IST. FLOOR PLANT SCALE: 1/9"=1'-0" PROJECT NORTH 'DB O[ be SCALE: 1/4" = V-0' SHEET 2006 N SNUMBER: / (:p4:MjE:_NDMENT A-5 REVISIONS: .1.sET .1011 6 10,-6" 21,.6•. 1pyp•• 3,- I � All 3,.6„ 6 17-6" 4%%�\�� 2'-3112" 12'-51/2" y.g WA -ABOVE- .5p AOVE BOVE- 0 S1J4.V��y �R�'zO2 'P d ti _ — P WUDN3028 WAWN2424 WWOH302 —.WUDH2O166- 3 m m WUDH2O20 -ABOVE- W OH2828 EGRESS -ABOVE EGRESS — WUDH2828 v Ci o 'M PLATEBEDROOM No 2 - "' t —OAK _—__ — A4 Z BATH No. 3 a —(RALBED STONE HEARTH v BATH NO�I-- - 'CATHEDRAL CEILING n 5/04 DECKING REMOVABLE MAH GAMY T L C 3 DECKING OVER EPDM ROOFIr G 2-2X6 DF# P ISTTORIDGE B ROOM I OAK G I II 11 TIT' z ~ £ P ry ti" ro HALL '� FO 4 OAK ' PIST 6OF#2 CEILING - O Hill IIII y��' MASTER BEDROOM ZNIC�l 1 °e� RI114 DGE. . oN ' _ III 6'-212„ aATH Na. L o ' /TILEF4-zx6 mo-- ry DF#2 POSE m ryy\ 0 LL 9 5 1'2 12X Iti ®,fi^ — N COLUMN TO RI GE O N of#z PO . Sp — BATH No 4_ POST 2X6 DFfl2 - 'v 1 _ HI PLATE ` BEDROOM No 1 R\\ 2 0 ---- SOUN WALL --- OPEN 41,E 2'-51/2" 9-1„ _ a e 13�_3,� . . — 3-fi Q TO BELOW — oN 4 1 MASTER ATH_ TILE` 1 — B DR•s -- I E OOM No. 3 •� � _ __._ �'O„ O I SHOWER, \ WUDH2428 " —WUDH2OI6 IIII TEMPERED TEMPERED -ABOVE- A 242 2-WUDH2824 WAWN24218 NOTE: n (2) NUDH2622 ABOVE- 1).ALL INTERIOR DOORS ON 2ND.FLOOR TO BE T-0'HIGH. 2).CHECK ALL WINDOWS FOR TEMPERED WAW —EGRES — tlBH2B2B WUIFD30 R—WBEI 12B2B 2428 AW 420 q 3).ALL EXTERIOR HEADERS TO BE 2.2X10 DF#2 UN ESS OTHERWISE NOTED - VE- - 4).WALL PLATE HEIGHT TO BE 8'-0"HIGH AND B'41" FILING HEIGHT INSIDE 5).INSFALL I-CO2 DETECTOR IN ADDITION TO SM KE ALARMS 5/4X4 DECKING REMOVABLE \ / 6)•OAK FLOORING TO BE 3-112"WIDE DECKING OVER EPDM ROOFING FLOORING T BE FLUSH WITH TILE FLOORS. 2'-0" 3'-0" ]'-0" 3'-0" 2'-0" \ / O Z m z 6'-6" 21'_0" -D 1 2" fi'-5 1 z" fi'-5 112„ -0 ll2" 3'-5 1/2" s'-11" 5'-il" 2'-2!1 2° �1 tl' H 72'-6" PROJECT NORTH 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' DRAWN: MH/MS SCALE: ]OB#: Odaher 24,2016 J SHEET NUMBER: 14MENDM�NT A-6 UNDERWRITERS CERTIFICATE,] REQUIRED APPROVED AS NOTED DATE; '2� f B.P # 310' /vim _ FEE: (X� B . _ NOTIF BUILDING Dc^ARTMENT AT 765-1802 8 A TO 4 P M FOR THE _ FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. \`7119 ALL CONSTRUCTION SHALL MEET THE �!ir��y - - REQUIREMENTS OF THE CODES OF NEW STATE.YORK BLE FOR DESIGN OR CONSTRUCTION SIERRORS. - - OCCUPANCY OR - _ USE IS UNLAWFUL - - - - = WITHOUT CERTIFICATE - T - OF OCCUPANCY N V N W ALL CONSTRUCTION SHALL e w MEET THE REQUIREMENTS OF TH2 ` q U y O a CODES OF NEW YORK STATE. M - .. - C ALL PL MBINNGI WAST &WATER LINES NEE 7 - TESTING BEFORE COVE IN N © Z - " - - - - I Z -- - - - - 0 jjMm-- - - - - - - _ W J w W NORTH ELEVATION W SCALE: 1/4" = V-011 PURSUANT RSUANAIN TORM SECTIOWATER N -IOC NLEADCONTPLUMBER CERTIFICATION Q PURSUANT TO SECTION 45-10C ON LEAD CONTENT BEFORE OZS OF THE TOWN CODE. CERTIF/CATE OF OCCUPANCY z 0 SOLDER USED IN WATER Z SUPPL Y SYSTEM CANNOT o -- / EXCEEDV10OF1,%LEAD. I- c - - -- - -- - - - - 7=A- 7 L -- - - - _- _ FLOOD ZONE o �� ��—r COMPLY WITH CHAP R'4B Q FLOOD DAMAGE PREVENTION -- - SOUTHOLD TOWN CODE. -- - - - -- CERTIFICATION OF NAILING & CONNECTIONS TIREQUIRED. COMPLY WITH ALL CODE NEW YORK ST SOF ATE & TOWN CODES m ® AS REQUIRED AND CONDITIONS OF - _ SOLRHOLDTOWNZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLDTOWNTRUSTEES N.Y.B. DEC - Z - Q) U1 — - - - - - - - - - - 0 � z _ Z L c: `� ® .0 'f III ]r _ LT ]I l � ]] I�J III - _7777777 -�---���7 -C_, L rF � L _ _,_� DRAWN: MH/MS - � -'L � �'- _� -e- � r_ --=�� c ,�'♦•F• Ctr,� s: SCALE: 1/411=11-011�� �� �� G �— _ <y �' DATE: 02/23/05 = 100#: WEST ]ELEVATION _ S SCALE!: 1/4" SHEET NUMBER: = 1'-0° REVISIONS: � = - I'll 71,111 �T - gym Illi L I, 11�Io1 II jl ip: II ,i I L� IIS rI, 1' li'� I_ it ri IiP4 SII'. ii I I -;',III II I 'I F 'i II I,,-II II ly i .1 L L i N O _ — — - o F � -=7-4-+ - � � 4- tL ,L_F - - - - - - - - - - � i-� rF �C�� 4 ��- _ r e .« W W _ _ - - �1 � lT_ I-.1- T � Q —j- �-�-- �-�- I-' T r T�-�r - ---r—i -�_ -� 'i� _rC i= �r-- ��� C=- ( � �_- ' - �' 06 � _��-F .�`�T�_�"Il. i r ' _ z o TJ-r F I- Y --r ��,r�c` .-�,� �� Y UST.-�� � �I O W SOUTH ELEVATION " z SCALE: 1/4" = 1'-0" p �- �_-c� /- = -. - - m _Z= LL � El - 0 � - - I — •� Z I I J r— �ur����` — IY-- N LLLI R Aa. MIN. s — �� oRAWN. MI I H MS L —Q� � I— -y L •'r SCALE: 14"-1'-a" 23/05 EAST ELEVATION GATE: �2/ 1 y P �.� SHE /23/05 : NUMBER -� " • �'�> �.7�>33'�.%,i Y ,- _ _ SCALE: 1/4 = V-011 ��,, �:-�,x , ,✓' A-2 2 REViSIONG: 1 111,0/1, -llf 16'-6" I• - I r 6"STONE WALL ADHEARED TO --------------------- c�aoea _ _ _ ,_ _ ° G o �, — _ — — _ _ _ _ — y _ e"LONG. BLOCK WALL FOUNDATION Vy - ' _ _ __'- _ W122"%B"CORD.FTG.W/2-#4 � CIA CRAWL v a^xzr•xIz^mne nc. TO LEGSEv/ IlS R. 9'WIDE gCCC55 0PCNM0 A A ; - // _ BAR 4 q nP.IT CONC.PIER w/ 8' sae HEDGER CONNE77D ,-I NEW I CO m YC'eROw GRACE I wA5 Y Owv,eoLisw news li SPACE -- - NTN --------------- r _ - 1 '-+ L� - = e #4 RE-BAR s O #A RE BAR #4 RE-BAR n @12"OC @12"OC #4 RE-BAR y+ I • z 16' m I o NEW b / o � I CRAWL � '-------i SPACE w --- E%LSTING COLUMNS I &GIRDERS °, w — ' I I I I I I in --------------------------- , EXISITING BASEMENT NEW ST G. AREA Z #4 RE-BAR _ ___ f 4" CONC. SLAB W/ ----------------------------- CONC. SLAB- T ------ 1� 1/4" / . SLOPE' 2XB LEDGER CONNECTED E - O TO HOU W/2-1/ DIA. • , _ _r__ GAw.BOLS _ � ) @12'OC / H _ ____EXISTING COLUMNS --- �► o &GIRDERS — o — <1: \ r � — o - - - - - - NEW BASEMENT 13,1" Is o \ i 4 CONC. SLAB , I s ICI qCQ / �� �♦ ♦ �u m ,r 2 G hp ACQ __Ibt__ _� W �✓ W IMI ID"CONC.PIER W/ 24" - p' ' 24"X24"%12"CONC� FTG. /• � � � \ ' I I .. 0�� _ 3b"BELOW GRADE n `O _ Y LJ a #4 RE-BAR CUT OUT OPENING @12-'OC FOR NEW STAIRWAY 3:7_314M-719 ML FLUSH HEADER _ 14'4" ' •,� 1 7.0" 5,11 I.-V - ! I � I iEI ' NOTE: %�llx -NEW FOUNDATION HEIGHT TO BEADJUSTED IN FIELD FOR FINISHED FLOOR HEIGHTS TO - BE FLUSH I •° I 13'-2 1/2" .M'. � r , #4 RBAR 671/4 6'-71/4" rvl _ E- I d .e �♦�/ ``` •/_9_X-9_-}_1/_ _M_U,SHEDDER ---------I------- _______________------------- oa AC II , V ``♦♦♦v F,ti� I I I — I � ♦ o I I ♦ ,. _ _ _ 1 rl� Q q 6-0" 0° 14'-6" T-01I T-p„ 24' 12'-6" - V - I ��'a _ Ln/tom✓ ♦ ♦ e Y _ ♦ jy♦ — m i LIP z -------------------- ----------------------------------- o -- 13'-5 1/2" q'-p., 11,_5,. 8`11/2" 1.-0.. FOUNDATION PLAN SCALE: 1/4" = 1'-0" D Z4 T\ +\ DRAWN: MH/MS ��• SCALE: 1/4"=11-0" JOB#: 1\ DATE: 02/23/05 SHEET NUMBER: \ REVISIONS: { �, A i•'_q(-� /� (�,—�_� n'1���}v. In('� �j� InL ,�� 17�A'�il�f A )-_. / r k _ STONE WALLSj`I (j 1`l ii iC_jl—il � I 1 6�(^I �'1�, J(,��, "`�/�� >,�I�r��'�(-•�-'0�1-1(I-"��=�)�Ini-"`—'° "n��:=>•- ,� / ,� ���,.�h�k� PR 17-10" SILT, 7.0" 5 6 ] 0 9-p.. fi'-3" 5'-9" 2'-6" 8'"6" 6'-6" 16'-6" / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ / 30-P4035-20 '3-1_3/09.1/2 ML \ QO o Z 4 4 Y �• o � o i a1i v y WDH21056 PORCH --_ 3_0"_ AW351 WDH1B46 ,1 r . r v I" I / 2 1-3/041/2 L ' BUILT-IN CAB, m u ',, I ' HALL BA H U PANTRY I I I I I TILE DAI( > mo a "- AFLUSH HEART 6'05ao" KITCHENTILEH f I I I� � I i 1 1 I DEN o xl I a OAK BACK HALL $ LLo- of OAK ^III I i I � xl I 2-4" - - O �II I 11 1 I I \ I I HH q I I I a Z �-3 Y. Q � I I I mull \ /11-710."fPifiSfl tlo 16"flC \ d I ' W SEAT ----� - 0 ID-91 2" � HALF WALL � I Ul 1 Q JW L71 `4 6 I I � I � MU R OOM aa, DN 5 -61 2' 50 m I � AI � II1 v1WOAK 12xD . I I I I I i t I H �aO PORCH 0WO I I L I LIVING ROOM ' OAK c TYP Q LAUNDRY ROOM 10%l0 - - —COI , rl- TILE ' � I F bo DINING R00 I b% M I - OA A I 1 ' 0-6" � I I \ - a -LIP If - I - � - - I \ 3 2: I OPEN ' I v I N I ABOVE p\'1'.g II 5 QP I � \Q 6 A / O 2 N DR. 2X6 a e I - TVP. P ULEENTRY 3 V` O, Axl nn"r,Presn nie'nr / q - - a2"_ — _ — OAK_ —, _ — _ 2-1-3 9-1/2 ML WDH24 6 DVL2030 WDH2856 nH2856 n ti I yN _ 3 1-3 11-7 B ML FLUSH HEADER Y S� V-1/ 0 0 -PORCH m - - - •�3-1-3 --- - - - - 9a2 " / / 7�E W- ° ! SCRE s o - _ _ _ - -- --- T . 10%10 a AfEB` SQ. COLUMN oz FW116080APLA O 'a Z O 50-3/4"X5'0-]/B" J, ? CHECK ALL WINDOWS FOR TEMPERED I p-g�� 6'"3" 3'-0-- VLSI 14.6„ i�o1� 3-0" 7,1 3'-0" 2'-0" 12'-6" 5.p,. 7'1 5 0 S IN$oy DRAWN' MH 4 \4 SCALE: 1ST. FLOOR PLAN „ . _ 3DB : f %' \ u� DATE: 02/23/05 SCALE: 1/4" = 11'O11 i($�@ SHEET NUMBER: y I' REVISIONS: .1iY�, 72'-6" AMa"NFNX 0'- 6" 2T-6" 3'-6" 18'-0" 3'-6" 1]'-6" •; ."'O 2'_S" 1'_2" 5'-P' 4'-6" 5'-0" WAWN2428 -ABOVE- (2)WAWN3628 0 GL X44 \�G, s L 2xnrt nth^0� WUDH2828 WAWN2424 WUDH2828 WAWN3628 3 WVDH2O16 EGRESS -ABOVE- EGRESS TEMPERED WUDHZ➢20 -ABOVE- v V / ---- BEDROOM No. 2 PLATE — _ O OAK BUILT-IN BUILT-IN IT ro CABS CABS BATH No. 3--�. TILE 3-1 TILE v s 13'T' __ 5.0 la-- — 'L FLUSH FLUSH HEARTH - 2'-6q�_p„ 17-0 1/2„ ry v BATH No. 2_ _ CATHEDRAL CEILING to S/4X4 DECKING REMOVABLE 3'-0 1/2" i L C :3 DECKING OVER EPpM ROOFING Y — —_ _ — 2'-6 OFFICE - v \ OAK b W 30f 5'-5 l/2"ATTIC 9'-6 1/2" ry 1'-61/2" W.I.C. _ ti L OAK (y 6 e 1 10'-0 1/2" 10' 6 1/2" HALL E — — _ — — Q Z N MASTER BEDROOM L•LJ g to rv�cnE i �O QO�� i S OAK e LU a' tj -BATH No. 1 . ya —ON Q ® � 6,a 1/2., 27 ryti\ 2'-6" W o 0v l N w NICHE ' ?i Q 9'-s 1 z^ d l d BATH No. 4 I �— c TILE —__ e � H \ — -- — 0 PLATE — _ Q BEDROOM No. 1 — - — OAK 9e — 2_K ry n ti /--�--i r----1 SOUND WALL Q OPEN _ _—�J vn•' MASTER BATH TO TILE urr BELOW LINEN CAB. _ �a• BEDROOM No. 3 - OAK - -� a /2XBCI 016N)C ",—WUDH2O16 (2)WUDH2022TEMPETRED TEMPERED -ABOVE- -ABOVE- UD 2020 (2)WAWN2428 WAWN2428 P EGRESS WAW 2 SFD806BX0 2428 AWN2428 -ABOVE- ___ 5/4X4 DECKING REN10VABLE AA� DECKING OVER EPDM ROOFING \ j �✓ \ / Q o Z \ / / � O � Y L Z � U 6'-6" \ 21'T 2'-0 1/2" S-5 1/2" 6'-5 1/2" 2'-0 1/2" 3'-B" 4'-lp" 5'-11 1/4" 3'-0 3/4" NOTE CHECK ALL WINDOWS H 111-6" 227-s' v'-B" 17-6" FOR TEMPERED 72'-6" 2ND. FLOOR PLAN SCALE: 1/4" = V-0" a 4x1 scy N DRAWN: MH7MS SCALE: 1/4"=V-0" 30B lA: DATE: 82/23/05 SHEET NUMBER: �h4?' rJCi„ - A-5 REVISIONS: - - - / e / 10 G2x1nRR16"nr r � 12 o m u m i � e — — — — — — — — — i L' — — - -- — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — 12 o[7/ I I I 9+fr' I I �LgiF1 Ds�,Py I z c5- I 2%12 DF#2 RIDGE ti9\ L.f LLLL..LLLL W 3 I I 12 V I Q 0 LO 3 0 0 1-3/0%1S MICROLAM RIDGE z 1-3/2%16 MICROLAM RIDGE O z z O 0� o O C H I I Q 0 12 0� +3 JP Rp 12 gx�` — ry+ryoF �zxveasznr� \ \ to � /9x1 nRR 2a1R"nom � \ I \ N pit1�P o g qq /�xmRR 1A R"nf 2X2 -2 Z \ / lop ll / ROOF PLAN z 1/411 = 1'-0" y. ,A IN 9C,� 4 y IdD S� RAWN: MH/MS SCALE: ll4°=1'-0'• \� ]OB N: S �GvAsv" ,p DATE: 02/23/05 NUMBER: REVISIONS: CHIMNEY HEIGHT TO BE MIN.2'-0" ABOVE HOUSE ROOF 1-3/4X16 MIL RIDGE DOUBLE HUNG UNITS TO HAVE 2X1ORR@16^oC DESIGN—PRESSURE UPGRADES FOR CODE COMPLIANCEROOF. ASPHALT ROOFING — 30#FELT UNDERLAYMENT 5/8"FIR COX SHEATHING 1mm'1y,11'I/I' 2XS 16"OC \ 111 INSULATION: CEILING. R30 FLALLS: R19 OOR: R30 ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 PROVIDE M N. 1"AIRSPACE WINDBORNE DEBRIS PROTECTION FASTENING BETWEEN ROOF SHEATHING SCHEDULE FOR WOOD STRUCTURAL PANELS AND msuLATIONAnory ExrEwoR WALLS: FASTNER SPACING (INCHES) )n� - CEDAR SHINGLES o ' FAT PANEL SPAN 2 FEET<PANEL 15#FELT UNDERLAYMENT 4 FEET<PANEL 6 FEET<PANEL - — �) I�- - 1 r )n n r FIR CD%SHEATHING TYPE c 2 FEET SPAN 14 FEET SPAN <6 FEET SPAN<6 FEET ` )tel L _ 2X6 2X6 Di STUDS @16"OC 2-I SC 6 NP.16"O.H. WOOD SCREWS 18 16 12 9 U _ N Woo DIJ2 48 ECREWS 16 16 16 12 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) _ _ ' 111 Li% 34"SUBFLOoa c Ila/B"GPI65B @36,"OC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I 7 FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') LLI ( 4r,ll A„il. li 11 1 F {P SHUTTER ASSEMBLY z N.T.S. =. G I I O -- � — �Fl JI J ( UFLIJ ( J 2x101-- ~ FOR PANEL SPANS. )) ( ( 0 < 4'0 WIDE SPAN ) I� / / ( 1� ACQ D1 @16^oc 23/32” APA SPAN RATED 48/24 SHEATHING GRADE PLYWOOD 11a/8"GPI50@16^OC SILL, (OVERLAP AROUND OPENINGS 4") 1 - 296 PT PLATE LLJ vI 2 ASSEMBLY: TERMIT %10 LEDGER CONNECTED L SIL .L GASKET } TO HOUSE W/2-1/P'DIA1 f Z E SHIELD O ;o JL Gaw.BOLTS w/WASHERS J ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ )JI Q l� 9 oh #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL %��� ), _ .°' w tO WOOD SCREW @ 16" O.C. / �� 1 __ _ 06 UD � _ q _ FOUNDATION: A fU ` /1 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: )q^,c— I ��. DAMPPaooF AALLS z 0 #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) �JI� :{ :" _ w/6MIL POLY BETWEEN ", MACHINE BOLT @ 12" O.C. GMDE®FOUNDATION H FOOTING: ... 4"CONC.SLAB d 16"XB"LONG. FTG. F W/2 #4 CONT RE BAR jjI I Q _ _ — _ _ _ — _ SECTION A-A Q SCALE: 1/4" = V-0" ly- II — II� IT' 11" MULTIPLE SECTION ASSEMBLY: 11 II 1/4" THICK BOLTS @ 2' OC - - II II I ROOF: 1 ASPHALT ROOFING 1 L 3B#FELT OX SHEAAYMENT THING 5/8"fIR COX ShIEATHING Iq' al. --- - 2%12 RR@16"OC 2%60F COLLAR TIE SHUTTER ASSEMBLY I1 II II 11 I --- --- N.T.S. 11 U FOR PANEL SPANS: 11 I1 II 4' OR WIDER SPAN 1 II I1 °"°i 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD "a-' ll•' I1 °^°°"�^ (OVERLAP AROUND OPENINGS 4") 2x4 STRONG—BACKS @ 24'" OC ) � I 0 H. °°°� � � I"° H � � �, „ u, U) In II l I I STAINLESS STEEL WOOD SCREW x S: O.C. d IIT- P II I y) 11 In•(I II IY M°.,x f °" r.r w Iw=� r" °"° TM ASSEMBLY: uu 1 " rI �I 15#FE TUNDERLAVMENT P ' "'" 'c I'"' �Ic° °n •n,,, °n°,T ° , } - b ( / ) / I III EXTERIOR WALL e° ce IF�i w� , r Z 1 PREASSEMBLE PLYWOOD TO 2x4'5: 10 w WASHERS GALVINIZED OR ) e II y0 12 CEDAR SHINGLES 2 . ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w 1 ' I IIcp #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL t It�lp ill I II II ;;L 5/8"FIR COX SHEATHING m — m r WOOD SCREW @ 16" O.C. III - , 'C 41 . : , yLl,,,, zx6 DF#z sruos@16°oc 'i '^ u � 1 m U ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: —( �II � � "Ir � rP �„° C MACHINE BOLT @ 12' O.C. sxa DzxpO ADD D3@l6^Dc N #10 TEE NUTS ATTACHED TO BLDG. w/ #10 W WASHERS 'I-[!I � � 2%10 AGO D] SILL. �' 2X10 LEDGER CONNECTED 2X6 PT PLATE ', TO HOUSE W/2-1/2"DSA. SILL GASKET ,:1 GALV.BOLTS W/WASHERS —� TERMITE SHIELD SLOPP 114'PERFOOT PITCH TO DRAIN mm csmren PW MBING SC EN MATIC FOUNDATION: B"PC WALL W/16"XB"CONC.FTG. �;. #4 CONT RE-BAR � h c ,, 1 3Q� A: y9 AS• DRAWN: MH MS A tM "C�, e 11 Ti corvc.sLAe _ SCALE: 1/4"=1'-0" q J ]OB#: SECTIONB-B ; DATE: 02/23,06 SCALE: 1/4" = V-0" A-7 REVISIONS: 7774111SIV I I I I Table I Minimum Insulation Tbiekness for Circulating Hot Water Pyres. i RESeheck Inspection Checklist I � U Instalatiou Thickness in Inches by Pipe Sizes m m Heated Water Non-Cimulatiutr Runouts Circulatine Mains and Runouts New York State Energy Conservation Construction Code > o z Tenlpaature (FI Un to I" Un to 1.25" 1 5" to 2.0" Over 2" i FZ I:S elteck Softw:ur \'er'sion 3.6 Release la i � v PcrtniL Number "' a 170-180 0.5 1.0 L5 2-0 x 140-100 0.5 0.5 LG 1.5 DATE: 02/23 OS e 100-130 0.5 0.5 0.5 1.0 s PROJECT TITLE: BDLISE ADDITION / ALTERATION RESCheck Compliance CeCtlflCfltC Checked By/Date Bld=°• b New York State Energy Consemation Construction Code Table 2: Minimessum Insulation Thicknfor HVAC Pi}res. Hard 'I"emp. Insulation Thickness in Inches by Pie Size Dept. RFSchc(k50ftwarc '\version 3,6 RClcasc Is Piniue System 'I Yves Ranee ( Fl 2" Runouts I" and Less 1.25" to 2" 2.5"to 4" Use I]ata filename: C:�Sto@PI an 12 Pro]ec'ts IngriIIAIl NItRGY.cnk Heating Systems Low Pressure/Tetnpmature 201-250 LO 1.5 1.5 2.0 1Ceilings: PROJECT TITLE: HOUSE ADDITION /ALTERATION [ ] L Cciling IFlat lat Cciling or Scissor Truss. R-.30.0 cavil insulation Law Tetnpcpture 120-200 OS L0 L0 1.5 I y �insuII Steam Condensate (Air seed aater) Any 1.11 1.0 1.5 2.0 Comments: COUNTY: SuHbllc Cooling Systems I STATE: New York z Chilled \VaICC, Refrigerant, 40-55 0.50.5 0.75 1.0 Abort Guide walls: HDD: 5750 and Brine Below 40 Lel I-0 1.5 I.5 [ ] 1. Wall 1: Wood Frama, l6" o.c., R-19.0 cavity insulation C.'ONSTRUCTION 'TYPE: Detached Ior2Family I HEATING TYPE: Avon-Elcun'ic Comments: W [ J 2. Wan 2: Wood Frnxte. 16" D.C., R-19.1) cavity insulation WRQDOW / WALL RATIO: 0.21 LLJJ I COrllT11Nt5: I 1� � W DATF•: 02/23 05 w Windows: DAT L OF PLANS: 0'_,2(!05 Q U NOTES TO FIELD (Building Departinerrt Use Only) [ ] L Window 1: Wood Frar=DOUNC Pine with Low-E, U-Eetar: 0.320 PROJECT DESCKLPTION: Forwindows without Labeled U-factors, d6'Serlbe fbatures: # Panes_ Flame Typc Thermal Break? [ ] Vcs [ ] No LVGRILLI RESIDENCE z O NASSAU PT. RD. O Comments: �C'UTCHOGUE, NY W � I [ ] 2, WiadOw 2: Wood F"rmne:Double Pane with Low-H, U-fader: 0,350 I--t w For Windows without labeled U-Gaccor's, describe katures: Q CC1MPLiANCE: Passes Paries Frame Type Thermal Break? [ ] Yes [ ] No Q nn Maximum UUA = C93t I [ J 3. Window 55:; Wood Frame:Dauble Pane with Low-E; U-firctar: 0.356 I Your IIonw UA = 074Q For windows without labeled Lf4ctors, describe ka(UMS: 2.7% Better Than Curdy MA) # Pangs Frame Type Thermal Break? [ ] Yes [ ] No I Gross Glueing Comments: Area or CaN itN Cont. or Door [ Perimeter] 4. Window 3: Woad Framc:Duuhlz Pana with Lau-E; U-laolor: 0.320 R-\-value R-Value U-FaOtor UA_ For windows without labeled U-Euaors, describe A:utures: Ceiling 1: Flat C'eilirag or Scissor Truss 2489 30 0 011 87 # Pal s Frame Type Thermal Brcak? [ ] Ycs [ ] No Wall 1: Woad Frame, ]6" n.c. Comments: 2144 19.0 0.0 99 Window 4: Woad Frame;Douhla Pane with Lou-H:. U-factor: 0,350 Window L Wood Fi-orne:Double Pane with Low-E 175 0.320 56 For windows without labeled U-factors, describe Ieatrues: Window 2: V,'aod Frame:Dauble Pane with Low-E 8 Q-1151) 3 Window 5: Wood Framc:Doublc Pane with Low-E I # Partes Frame Type Thermal Break? [ ] Yes [ ] No I 19 G.350 7 Dno1 I: Glans Con0-340 65 tnxeuts: 190 Door 4: tiolid IW 0.550 59 Wall 2: Wood Frame, 16" a.c. I Doors: 1738 19.0 0.(I 79 Window 3; Wood Frmnc;Doublc Panc with Low-A 2' 3..0 74 I [ ] I. Deur I: Glass, U-utctar: 0.340 I ,I 0, a Window4: Wood Frame:Doublz Panewith Low-I; Comments: 46 0.350 IG [ ] 2. Door 4: Solid, IT-Actor. ().55(1 Door 2: Glass 82 0.340 28 Door 3: Glass Cnmmcnts: I 55 6.350 19 f l 1 3. Door 2: Glans, 11-5ctr3r: 0.340 I Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1.489 30.0 0.0 82 N Comments: LA COMPLIANCE STATEMENT: The proposed O I [ ] 4. I]ovr 3. Glass, U-6ctrn�: 035U I p p ed building represented in this docutvent is wnsis[enr with the building plans, specifivatio O 9 z Comments: l'onsetvation Conslrw(ion Code requirements. Whm a Registered Design Professional has stamped and signed deft page, Ihev ate Nlesi' Floors- Builder/Designer Date - y i[ U J 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-3G.0 cataty insulation I � Z U C t--t �p;-Dnq v� e4(y 4: { DRAWN: MH MS SCALE: 1/4"=11-0" 30a#: DATE: 02/23/x5 SHEET NUMBER: s' A-8 REVISIONS; i PLYWOOD SHEATHING 11 7X10 RR \ C \ 15# FELT \ UNDERLAYMENT -`(III THE OUTER COURSE IS APPLIED 1/2" \'\ / LOWER THAN THE INNER COURSE AS A DRIP COURSE TO HELP SHED WATER. �rr= \ TERRA COTTA \ — FLUE LINER OR 1/10 OF - — — 11-7/8 TJI FIREPLACE OPENING: -- \ — 1/2 RND. GUTTER SMOKE CHAMBER i FASCIA 1X8 _ BLKG. \ FRIEZE BD. 1X12 -I-i�4u r 1p DAMPER rte-• N N r w PLYWOOD I I II itII I CONCEALED H WIND SHELF c, SHEATHING 111 I ' I11 III NAILING BEAD BD. SOFFIT 5 — i✓ ' m' I I u Q O o I _ VENT FACE BRICK u u �! II Ills II i 811 —J c 15# FELT = I ! THE OUTER COURSE IS APPLIED 1/2" LINTEL 8 3 4 o UNDERLAYMENT _ LOWER THAN THE INNER COURSE AS A DRIP COURSE TO HELP SHED WATER. IIx l� I , lo" No. 3 OR UNDERCOURSING ' 5/4X4 WINDOW/ DOOR TRIM GRADE CERTI-LABEL WESTERN CEDAR SHINGLES GRILL Single Coursing f AIR INTAKE z 8'-0"ABOVE SUBFLOOR DBL. 11-7/8" MICROLAMSi O TO BLOCK AROUND SOFFIT DETAIL AROUND FIREPLACE / HEARTH No. 3 OR UNDERCOURSING OPENING: ASH DUMP GRADE CERTI-LABEL - 9 WESTERN CEDAR SHINGLES WINDOW L �9 - _ - -- '- CORRUGATED 2" MIN. AIR SPACE J METAL FORM AROUND MASONRY Q p 0 I FIREPLACE CROSS SECTION O PLYWOOD -- II (I II II CI II III 6„ O I— SHEATING I THE OUTER COURSE 1S APPLIED 1/2" LOWER THAN THE INNER COURSE AS I--i IA, A DRIP COURSE TO HELP SHED WATER. ROOFING Q Q 15# FELT APPLY NAILS IN STRAIGHT CROWN 2-1/4" u UNDERLAYMENT _ LINE APROXIMATELY 2" FASCIA 1X8 ABOVE SHINGLE BUTTS 11-7/8 TJI i FASCIA 1X8 II CROWN 3-1/2" 7-1/4"FRIEZE 1X12 II FRIEZE BD. IX8 i Double Undercoursing „ 5" 8: AIR INTAKE RAKE DETAIL FIREBRICK i Nlfl — iF'I METAL ASH DUMP FILL I = - METAL AIR INTAKE f( All" BAND DETAIL ola lu 3-1/2" CROWNHEARTHr a) CERTI-LABEL WESTERN CEDAR SHINGLES AGAINST CORNER BOARDS. 2-1/2" CROWN - 1X8 •L z ® ® b) CERTI-LABEL WESTERN CEDAR SHINGLES BUTTED AGAINST CORNER BOARDS. 1X8 U c) MITERED CORNER FIREPLACE PLAN VIEW '--' d) LACED INSIDE CORNER WITH FLASHING BEHIND GUTTER _ INSIDE STOP ON CORNER I I�Ii III; ^ ff f f'I e) ALTERNATED LACED OUTSIDE CORNER 2X8 vlll �� � I�f� G,11. II✓: II' IIAf'!. ' dllllf f' �M1 16" ,Ip.., IdiP;�V Gdpi,�l ,w'11 dlffJ�h Id(gyif(I dF'"I� a k�vYdlJn nl '�ld�l til „ � I� N sc a RC1 DRAWN: MH/MS SCALE: 1/4"=11-0" © ® r 109#: DATE: 02/23/05 Corner Options Details GUTTER RETURN/FRONT i � ''� � k SHEET NUMBER: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS REVISIONS: USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS kENDWALL CRIPPLE STUD RAFTERWALL STUD1mm1'1II��RIDGE BOTTOM PLATE `�11',�,i`�/� HEADER �\ �� LEDGER BATHTUB ��jr`�� SIDEWALL DOUBLE JOIST mil \�� JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2N0 FLOOR AND TOP APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATDON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD OF LSTA24 1-1/4"x24"2Cga. STRAP APPLY OVER RIDGE TO EACH RAFTER SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER I LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL THE FLOORS TO EACH OTHER WI THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L3210 18ga. SLOPE HANGER APPLY TO EACH RAFTER I LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ¢' I: WALL STUD Ill. BLOCKING @24"OC ll� c q w � THROUGH-ROOF EXHAUSTULJ / VENTS SELECTED AND u v o METAL STRAP L Lo BY CONTRACTOR 2 CRICKEIr AT TOP-SIDE OF im RIM BOARD CHIMNE}y VENTILATION CHANNEL .� RAFTER AS REQUIRED a SILL PLATE(S) WALL SHiEATHING RAFTERS MAINTAIN a SIDEWALLL FLASHING VENTILATION FOUNDATION - - - WOODJOIST FINISH VWALL AND MOISTURE TOP PLATE BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC \ BARRIEW TO LAP FLASHING — 2x4 LEEDGER BLOCKING AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL.--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A 2x4 SOIFFIT JOIST 77LSTA36 BER DESCRIPTIISTRAPAND PLICATION BETWEEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA ALL 4'0"O.C. / ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUITTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4"-8" 24 1-114"x24"20ga. JACK STUDS SHALL BE COVERED WITH CORROSION- I CONTIN. SCREENED VENT L OPENINGS PROVIDE- HEMMED EDGE AT RESISTANT METAL MESH WITH MESH J CONTIN. SOFFIT/EXT. PLYWOOD ALL 4'0"O.C. FLASHINfG TO FORM CHANNELLOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF Y. INCH IN DIMENSION. 8"- 14' 30 1-1/4"x30" 18ga. JACK STUDS AND SO/AS TO MAINTAIN AIR SOFFITED' EA V E L OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO z ALL 4'D"O.C. ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O 3fi 1-1/4"x36" 18ga. ACK STUDS / 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERSL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASIHING - U ROOFING LAPS BASE w / FLASHINIG 41NCHES RAFTER \ O BASE FLASHING VNRAPS CORNERS, '\l \/ EXTENDS UNDER SHINGLES AT RIDGE CAP IOF SAME SIDES 41NCHES AWD LAPS MATERIAL AIS ROOFING 0 j SHINGLES AT BASE MIN.4 INCHES NAILED TO SHEATHING THROUGH WENT z ofI— u WOOD JOIST LO p _ Tl TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC Q AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVE5, SIDEWALLS, WOOD JOIST 0 WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO Q INSTALL 4'0" O.C. AS TO FORM DRAINAGE CHANNELS AND RAFTER ee 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TY OWN ANCHOR RAFTER TO PLATE 8"- 16" MSTA48 1-114"x48" 16ga. STRAP AND JACK STUDS OVER RIDGE TO THE PROPER STEEL CONNECTOR.CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 112"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS DBL. SILL PLATE TERMITE SHIELD SILL GASKET �— SUBFLOOR TYP CONC. FOUNDATION C A CONC. SLAB NEOPRENE I WOOD JOISTS DAMPPROOF EXTERIOR 6 MIL POLY _ GASKET 6MIL POLY ON EXTERIOR GRANULAR FILL I�' BOLTED CO STEED BEAM WITH 2xr. )2x8 ONTINUUS WOOD LATE B STEEL COLUMN - 1'� ' B " DIA. BOLTS a EA o,a, STAG, o CONC. SLAB �•p - o °' 1 ., ROOF JACK COMPACT FILL ° I'A STEEL BEAM 'I �/ 4" x 1/4" x 8" STEEL ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o °� C 4 'G L ° ° FLASHING AT WITH I/2" x 6" ANCHOR BOLT e \ �``� c- n CONC. FTG. ---► 'D Q'� G' o a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP p REINFORCING BAR (USP LBPS58 OR BP583) 1/2" GROUT p DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT _ 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS _ - ( 10 KIPS ) IA SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM -�' CRAWL SPACE OR FOUNDATION - O 'oz TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC \ TYPICAL BEAM DETAIL = v WHERE NEEDED FOR STRUCTURAL BRACING, MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC; FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM ET BEARING o WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL •� z cm U CONC. SLAB111 — SUBFLOOR WH 6X6 10/10 W M DOOR FRAME COMPACT FILL DOOR GE USE 2X8 o- JOIST FOR BLOCKOUT ' P.T. PLATE4' SLAB d. = STEEL BEAM W/ 6X6 WMMSLOPE 1/2"AIR SPACE 'L <i 4"DRIVEWAYS NOTCH JOIST AND ADJUST HEIGHT TE AND 11 1 I/2" (WITH A NAILING PLATE IF NEEDED) o` D D ' o' o ° ° TO BE APROX. 1/2"OR HIGHER THAN GRADE q -�r--'-- -it----. t'�"D DES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE 6X6 W.W.M. 4 — .T 4 — .— ° � ° BEAMS - =III-r ° °' °° ° ° •' " PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) MIN. ° o D °, ° D I ^ <I a a —iT� d _ — J •D �'� / e NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM _ o ° D ° � / REINFORCING BAR , ° L --SUBFLOOR • D � REINFORCIPNG BAR " NOTCH EQUALS 1/4 DEPTH OF BEAM �LL� ° D a• ° �� 1°° (— DRAIN TILE ° 6 °�" .. < N R ' 12" '° q SHEET METAL/30#FELT UNDER BEAM AT POINT IOIST i d /1•° �, ° a° ° l7 STEEL BEAM ' OF CONTACT WITH CONCRETE OR CONC BLOCK -iTi—m—r—iT—OT—iTi—Tib 0DRAWN: MH/M5 ° 4r "il " TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)44 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMANS. " SHIMS TO LEVEL BEAM A' SCALE: 1/4•,_V4' � B s• #: REINFORCE FOOTING WITH (2)#4 REINFORCING BAR38. PLATE (BOLTED T JOB3"MINIMUM BEARING SURFACE FOR WOOD BEAM x` GARAGE DOOR BLOCKOUT DATE: 02/23/B5 * ;,., �' a. BEAM POCKET '?•-0 0SHEET NUMBER:y� A- 10 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL GONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX KING STUDS r_ 4" DIA. MAXIMUM �� /� RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GSNOW SP ED DEISIGIN WEATHERING FLNET TERMITE DECAY DE ICN UIjERLAY MENT \�r� LEDGER / FLOOD RIDGE HEADER LOAD (MPH) CATEGORY DEPTH HAZARDS ��i TEMP. QUIRED 45 LBS. 170 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - — TO HEAW MODERATE Z 2 RAFTER JACK STUDS to m RAFTER-TO-LEDGER CONNECTION HEADER-TO-P T DECK AN RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 112"DIA. BOLTS 1s"ocWITH WASHERS OS /STUD CONNECTION D COVERED PORCH NOTES: RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. o STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L526 1801. SLOPE HANGER APPLY TO EACH RAFTER I LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga STRAP APPLY TO EACH JACK STUID All fasteners, hangers and anchors to be galvinlzed or stainless steel. m ROOF LSTA24 1-1l4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS H 13 OR RTI TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored W each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored ."..' Ui 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 12"x12"x12"thick concrete u o footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall `" e RAFTER be 3 ft. below grade. x u HANDRAILS 4). Deck joists to have blacking at 8'0 o.c.. `c RAFTER 6). Flashing shall he installed between the building and ledger. Lapping up the sheathing c and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers POST and nuts at 16"c.c. TOP PLATE 6). Concrete piers shall be a minimum 6"above grade for girder support TOP PLATE BALUSTERS 7).All foists to be supported with hangers and anchors. Each Joist shall also be anchored RIM/DECK JOIS to girder(s). ° OPEN BALUSTER WALL STUD ATTACHEp TO WALL WALL STUD ° 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LRNFTTER1T1P OCAION USP NUMBER DESCRIPTION APPLICATION z LOCATION USP NUMBER DESCRIPTION APPLICATION LATE RT15 1Y00WNANCHOR NAILING SCHEDULEOF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILSCONNECTEACH POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6" RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR CONNECn TO RAFTER TO PLATEEACH RAFTER CONNECTOVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL AEWALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECTF TO PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER JOINT DESCRIPTION QTY. SPACING NOTES AS PER TABLE 3,8 LwL STRUCTURAL PANEL Bd WFCM-SBC r O 4"MAX \ < Z 4" DIA, MAXIMUM O GIRDER/HEADER-----o0 GIRDER/HEADER ROOF FRAMING: z JOINT DESCRIPTION NAIL z QTY SPACING NOTES O O Z JOIST POST/COLUMN {) ° ILLS U g ° o RAFTERTO e'WALL: 3COMMON EACH TOE-NAIL r TOP PLATE 10'WALL:4-B-g d COMMON RAFTER I� POST/COLUMN CEILING JOIST B'WALL.3-8d COMMON EACH TOE-NAIL TO TOP PLATE I U WALL:4-8d COMMON JOIST Q CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Q GIRDERMEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM -sac LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE441 KC44 POST CAP ANCHOR APPLY TO EACH COLUMN SPLICED JOISTS OVER HEADER/GIRDER I BLOCKING EACH TOE DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66'PO ST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-Bd COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDERMEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2- 16d COMMON EACH END TO RAFTER ENO NAIL WALL FRAMING: UNDISTURBED SOIL INAILNAIL GIRDE JOINT DESCRIPTION NOTES LAY PLASTIC BASE DIRECTLY ON SPACING TOP PLATE TO 16PER FACE NAIL LEVEL BASE D SOIL(ORGANICS REMOVED) '� TOP PLATE 2- FOOT WOOD JOIST FIT CONSTRUCTION TUBE AND PLUMB TOP PLATES AT q- 16JOINTS FACE BRACE TUBE INTERSECTIONS EA. SIDE NAIL %I1•�� FILL AS PER MANUFACTURES' INSTRUCTIONS STUD TO 2- 16 24" FACE LEDGER CONCRETE PIE STUD O.C. NAIL HEADER oGIRDER/HEADER11=III=III=- -III-III--WOOD JOIST0 16d 18"O C. FACE WOOD JOIST =,III-III-II1-III-III-III ,III-III III-II HEADER ALONG EDGES NAIL TOP OR BOTTOM 2- I Bd COMMON PER 2x4 STUD END PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL (n BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER - FLOOR JOIST, BAND JOIST, 2- 16d COMMON FPER OOT FACE NAIL 0 -o Z CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH END JOISTORBLOCKING THE PROPER STEEL CONNECTOR. DISTURBED / POOR SOIL HEADER/GIRDER-TO-POST CONNECTION = a LEDGER TO BE CONNECTED TO BLDG. USING 1l2"DIA. BOLTS @16"OC WITH WASHERS LOCATION USP NUMBER DESCRIPTION APPLICATION rn IF ABLE, SET FIR JOISTS APROX. 1l4" HIGHER THAN LVL HEADERS LAV 4-6" LAYER OF CRUSHED STONE OR ro r TO ALLOW FOR SHRINKAGE. GRAVEL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER ,L y LEVEL AND COMPACT BY HAND (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER L Z r? LLAY PLASTIC EVELBASE BASE ON COMPACTED GRAVEL DECK FRAMING: FLASHING TUCKED UNDER FIT CONSTRUCTION TUBE AND PLUMB NAIL NAIL TOP PIECE OF SIDING AND 11\� BRACEIAS PER MANUFACTURES'INSTRUCTIONS JOINT DESCRIPTION QTY. SPACING NOTES LAPPED OVER FIRST CONTIN. JOIST TO: q- Bd COMMON PER TOE PIECE OF SIDING BELOW SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 1/2"DIA. LAG BOLTS W/WASHERS =_=111=III= =11= -III= - TO JOIST 2-Bd COMMON END NAIL CONNECTED TO BLDG. @16" OQ -,III III ,III=III-,III III -111-,III- POST BLOCKING 2-Bd COMMON EACH TOE WOOD JOIST TO JOIST END NAIL BLOCKING TO: EACH TOE BLOCKING SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL CONC. PIER FOOTING LEDGER STRIP EACH FACE 3-16d COMMON FLOOR FRAMING o TO BEAM JOIST NAIL 2x JOISTS BIGFOOT SYSTEMS FOOTING FORM 12"xi 2"x12" JOIST ON LEDGER PER TOE INA ACCORDANCE WITH SECTION 04.1 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN 3-Bd COMMON C 1 1 S HCONCRETE FOOTING TO BEAM JOIST NAIL WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS BLOCKING FOR AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT BAND JOIST PER END' ey,j- -•--.�C' JOIST HANGER TO JOIST 3-16d COMMON JOIST N NIN $C`'�4 LAG BOLTS ,� PRESCRIBED IN THE CODE. .. 4N(+t' DRAWN: MH/MS THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT BAND JOIST TO. PER -s.'�.r'4 SCALE: 1/4"=1'-0" N.Y.S.RIM JOIST/BD. o r' ACCEPTABLE FOR USE IN BASED UPON ICBO EVALUATION SERVICE REPORT SILL OR TOP PLATE 2-16d COMMON FOOT T ° SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. DECK POST FTG. CONNECTION ka "A DATE oz/zB/os PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION `� n USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44IPOST/BEAM ANCHOR APPLY TO EACH FOOTING 7 4• N, SHEET NUMBER: DECK/PORCH LEDGER CONNECTION 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING 'p Je,S13.. 40 ♦ - REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4' x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT AVC:, HEIGHT: 38'-9" (NORTH SIDE: 34'-S", SOUTH SIDE: 42'-9") TOP PLATE 10' WALL: 4-8d COMMON RAFTER To 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: IST- FL. LVG, SPACE: 24a9 &,F. , 2ND. FL. LVG, SPACE: 2292 S,F, 7ALF7 intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION IST, FL. DECK 4 PORCH AREA: 1190 S,F, for enerall acce ted ood buildin TO TOP PLATE 10' WALL: 4-8d COMMON JOISTTOE-NAIL g y p g g 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 2ND, FL. DECK AREA: 125 S,F.State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 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. DESIGN CRITERIA PRESCRIPTIVE AS PER N,Y,S, RESIDENTIAL CONSTRUCTION CODE AND CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ISS5 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL2 . The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL P 9 FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall 6e attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE £XT, BALCONIES 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 Bine with studs below, the TO RAFTER WFCM - SBC END NAIL 6o 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 BLOCKINGDECKS accordance with table 3.3. 2 - 8d COMMON EACH TOE 40 3). Dimensions shall take precedent over scaled drawings. TO RAFTER END NAIL ATTICS w/o STORAGE Io (DO NOT SCALE DRAWINGS). 4), WALL ASSEMBLY TO FOUNDATION: RIM BOARD TO RAFTER 2 - 16d COMMON EACH END DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 First wall studs shall be connected to the foundation, sill plate, or mottom plate with uplift END NAIL ROOF (GROUND SNOW LOAD) (LIVE LOADS PSF) 45 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 imches in concrete WALL FRAMING: ROOMS (OTHER THAN SLEEPING) 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundattions, or lapped under NAIL NAIL ROOMS (SLEEPING) 30 u 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 Q fy SPACING NOTES STAIRS 40 m w 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 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 GAURDRAILS (ANY DIRECTION) 2 - 16d COMMON 200 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 EXPOSURE CATAGORY C v o 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION x EA. SIDE NAIL DETAIL PAGE t GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: (ROOF - FOUNDATION) or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE NAILING SCHEDULE a STUD 2 - 16d COMMON O.C. NAIL SEE GENERAL NOTE PAGE attached with 8d common nails at 6" c.c. at the panel edges and 112" D.C. in the field, and 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler mails at 7" o.c. at panel HEADER TO 16" O.C. FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL FIRE PROTECTION Sym.: n table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS 8). Wind load requirements shall be taken into account during construction. 6 PLATE TO STUD 3 - 16d COMMON PER 2xSTUD NAIL 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: TRUSS DESIGN N/A - STANDARD STICK FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.115a-b times appropriatethe BOTTOM PLATE TO: FRAME CONSTRUCTION 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL z interior shearwalls are used. Sheathing and connections shall be im accordance with JOINT DESCRIPTION NOTES CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 3). Provide 1/2" expansion joint material between concrete slabs and abutting 24.4.2 and 2.2.4 respectively. QTY. SPACING 0 JOIST TO: PER TOE GROUND "SPEEDDESI FROST concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMONWINTER ICESHIELD 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL SNOW WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOODHeader and/or girder connections shall be attached with uplift conrnections in accordance LOAD DEPTH TEMP. REQUIRED HAZARDS 4). Any new concrete walls being attached to existing concrete structure shall BRIDGING EACH TOEbe installed with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. `r✓ith table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL MOD3.5. 45 LBS. SEVERE 3 FT. BLOCKING EACH TOE TO HEAW MODERATE 11 NONE J 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON Q w poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9) CATHEDRAL CEILING ASSEMBLY: END NAIL Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3. 16d COMMON to be minimum 3-1/2 inch thick. EACH TOE Z anchored oA top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: CZ along the open ceiling part of the building. Connections to the ridge and wall shall be be EACH FACE SHEATHING LOCATION z 6). Crawl spaces n be provided with r minimum . o x24" access opening. Install one attached wih the above requirements. LEDGER STRIP 3- 16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE 8x16 cast iron foundation vent for every 150 sq, ft. of area. TO BEAM JOIST NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 O 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM 3- 8d COMMON JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACO pressure treated lumber. BAND JOIST PER END INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) I~i the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless stetel. 3- 16d COMMON NOTE: 2 FOR PANEL FIELD TO JOIST JOIST NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 0 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. BAND JOIST T0: 2. 16d COMMON PER TOE NAIL Q Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 NOTES FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 12N12N12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, STRUCTURAL PANEL 8d 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 the 4 foot perimeter edge zone attachments required shall be used. WFCM - SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c„ 2). Tabulated 12 inch o.c, nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. CEILING SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49, For where needed. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE 5d COOLERS Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . IELD openings. LVL headers to have (3)jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall WALL SHEATHING: 0 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). NAIL NAIL NAIIL SPACING NAIL SPACING AT INTERMEDIATE and blocking where applicable. JOINT DESCRIPTION SHEATHING LOCATION NOTES QTY. SPACING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5 . All flush beams/headers to be installed with heavy duty 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) y y galvinized hangers and PANELS 8d COMMON WFCM - SBC PLUMBING NOTES NOTE: 2FORPANELFIELD anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE INTERIOR ZONE 8d COMMON @ 6" O.C. Bd COMMON @ 12" O.C. SEE NOTE: 3 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 Cade. GYPSUM 7" O.C. EDGE NOTES on plans. WALLBOARD Sd COOLERS 10" O.C . FIELD to 2). Verify septic system with the Engineer for Suffolk County Health Department approval. THESE NOTES ARE ONLY TO IBE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. :37). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: o o >- NAIL NAIL 1). For wall sheathing within 4 feiet of the corners, the 4 foot edge zone attachment requirements shall under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, = provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING be used. o 8). Provide insulation baffles at eave vents between rafters. Install draft blacking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 2 . Tabulated 12 inch o.c. nails acin assumes sheathing attached to stud framing members with Z 9 g U needed. 8d COMMON � HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD G>0.49. For framing members with 42<G<, the nail spacings shall be reduced to 6 inches o.c. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearin to all a licable codes and safe 1-4 COX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) p 9 pp safety NOTES: 3). For exterior panel siding, galviinized box nails shall be permitted to be substituted for common nails. requirements. 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are based on wall sheathing 11). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 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 ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher c to have regular 1/2" sheetrock. All walls to be taped and finished. shear capacities, nailing requirements for structural ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 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. such as shear plates, shall be used to maintain load path. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2). When wall sheathing is continuous over connected �g 2) All elell bo aq�4 . electrical work shall approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to be reduced toi - 16d nail per foot. DRAWN: MH/Ms � DRAW: i/a°=MS 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 l 1 The installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. er "tp Soo u. Ik DATE: 02/23/05 �aP, SHEET NUMBER: A- 12