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HomeMy WebLinkAbout34984-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34751 Date: 12/17/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2635 HOBART RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 64 Block 5 Subdivision Filed Map NO. __ Lot NO. __ SOUTHOLD Lot 31 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 3, 2009 pursuant to which Building Permit No. 34984-Z dat~ SEPTEMBER 8, 2009 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 ALTERATIONS AND ADDITIONS, INCLUDING FINISHED BASEMENT (NOT TO BE USED FOR SLEEPING) AND COVERED PORCHES, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. (1/13/11 CORRECTED TO ADD ZBA # 6286, DATED 7/21/09.) The certificate is issued to DLrR3%NTE & ANNA GALEOTAFIORE ( OWNER ) of the aforesaid building. SuFfOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL tU~KTIFICATE NO. PLUMBERS c~KTIFICATION DA'r~u Rev. 1/81 N/A 10-009005 09/28/10 12/14/10 NICHOLAS FANTI ho/ed S~gnature 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. 34984 Z Date SEPTEMBER 8, 2009 Permission is hereby granted to: DURANTE & ANNA GALEOTAFIORE 132 ROCKAWAY AVE GARDEN CITY,NY 11530 for : ADDITIONS AND ALTERATIONS TO EXISTING SFD PER APPROVED PLANS & ZBA#6286 AS APPLIED FOR. FLOOD PERMIT REQ'D. at premises located at County Tax Map No. 473889 Section 064 pursuant to application dated SEPTEMBER Buildin9 Inspector to expire on MARCH 2635 HOBART RD SOUTHOLD Block 0005 Lot No. 031 3, 2009 and approved by the 8, 2011. Fee $ 512.00 Authorized Signature ORIGINAL Rev. 5/8/02 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 o f all buildings, property lines, streets, and unnsual natural or topographic features. 2.Final Approval from Heaith Dept. of water supply and sewerage-disposal (S_9 form). 3.Approval of electrical installation from Board o f 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 PI.arming 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 0f pr0perty showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the apPlicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. - Residential $15.00, Commercial $15.00 Temporary Certi£may of Occupancy New Construction: Old or Pre-existing Building: Location of Property: 2{~5 ~40 h~x~- (check one) House No. Owner or Owners of Property: '~.c~'w.~n..q[~ · Suffolk County Tax Map No 1000, Section Subdivision Permit No.-~ 1~ t~ Date of Permit. Health Dept. Approval: · Planning Board Approval: Street Hamlet Block .~' Lot Filed Map. Lot: ~ ~ 0~ Applicant: ~3 -~1~ ¥~ Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicant Signature CERTIFICATE OF COMPLIANCE g_. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE, AMITYVILLE, NY 11701 CERTIFIES THAT Upon the application of Upon premises owned by Altype Electrical Service Corp Danny Galeotafiore 40 Division Street 2635 Hobert Rd. Farmingdale, NY11735 Southold, NY 11971 Hobert Rd., Southold, NY 11971 aa Located at 2635 A~ pplkratiun Number: Ce~ificate Number: !0-009005 aa Section: Block: Lot: Building Permit: 34984 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and aa wiring, described below, located in/on the premises at: Entire House and Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed aa herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 28th Day of September 2010. aa Name QTY Amperage Voltage Circuit Type AC Blower 1 15 AMP 120 V Central MC Units AC Condenser I 30 AMP 240 V Central A/C Units ARC-Fault 3 15 AMP 120 V Cimuit Breaker Comb SD/CO 3 15 AMP 120 V AC Dimmer 4 15 AMP 120 V AC Dishwasher 1 20 AMP 120 V Dedicated Circuit Dryer 1 30 AMP 240 V Dedicated Circuit Duplex Receptacle 51 15 AMP 120 V General Purpose Exhaust Fan 2 15 AMP 120 V AC Furnace-Gas 1 15 AMP 120 V AC GFI Receptacle 6 15 AMP 120 V GFCI Incand Fixture 36 15 AMP 120 V AC Meter I 200 AMP 240 V Weather Proof Paddle Fan 6 15 AMP 120 V AC Range 1 40 AMP 240 V Dedicated Circuit ANTHONY GIORDANO ~ Electrical Inspector ~ Page 1 CERTIFICATE OF COMPLIANCE CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE, AMITYVILLE, NY 11701 CERTIFIES THAT Upon the application of Altype Electrical Service Corp 40 Division SU'eet Farmingdale, NY11735 Upon premises owned by Danny Galeotafiore 2635 Hobert Rd. Southold, NY 11971 Located at 2635 Hobert Rd., Southold, NY 11971 Application Number: Certificate Number: 10-009005 Section: Block: Lot: Building Permit: 34984 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Entire House and Service Equipment A visual inspection of the premises electrical system, limited to electxical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements oftbe applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Admires' tratinn, or other authority having jurisdiction, and found to be in compliance therewith on the 28th Day of September 2010. qame QTY Amperage Voltage Circuit T_ _vpe Service Disconnect 1 200 AMP 240 V Circuit Breaker Smoke Detecter 3 15 AMP 120 V AC Switch 41 15 AMP 120 V General Purpose ~al ANTHONY GIORDANO Electrical Inspector This certificate may not be altered in any way and is validated only by the presence of · raised seal at the location indicated. Page 2 0i'2 Town Hall Annex 5437.$ l~in Road P.O. Box 1179 Soulhold, N~w York 11971-0959 Fax (631) 765.9502 ' · TOWN OF SOUTHOLn CERTIFICATION OWner: ~-o. ~ -co l-c~ ~o,~ (Please print) Plumber: I~ ckol g~ ~"'~-~ (Please print) Date: I certify that the solder used in the water supply system contai~ less.than 2/I0 of 1% lea& Sworn to before me this 'da~ Notary Public, ~F)~~ CoUnty " (Plumbers signaturej: "..:.i'-- 'i'" ": 'i'? J VERNON L. SLAVEN - Notary Public; Stale of New York . .' · .. : . ' -' : - Qualified in Suffolk County ' "- ·" .~ "". ,'. ..,. No. 4862895 · - . . '. My Commission Expires 06-23-2014 ' ' · ' ~, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSP'ECTION FIRE RESISTANT PENETRATION [ ] RRE RESISTANT CONSTRUCTION REMARKS: INSPECTOR__~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUC'TI0N REMARKS: ~)/,~ //(a,~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ ROUGH PLBG. [ ] FOUNDATION 2ND [[]] INSULATION [ ~('-~-~ STRAPPING FI NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [~FIRE RESISTANT PENETRATION REMARKS: , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [, ]R~H PLBG. [ ] FOUNDATION 2ND ~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COHSTR~E R~ANT PENETRATION REMARKS: ~, DATE ~///~..~//I/~) INSPECTOR ~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~UL'A~iON [ ] FRAMING / STRAPPING [ ~'] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] nm~eF.,~ST~Ln'oomTeuo'no~ [ ]flREREs~rAm'~rd~E'ma'no~ ,~.,MAR KS .'//(~_~2~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] I~LATION [//~ FINAL [ ] FIRE SAi-.., 11' INSPECTION [ ] FIRE RESISTANT FENETRATION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]m~m~Em~T~~ REMARKS: /~/~ ~./"~ INSPECTOR ' ' D,~T~ Co~TS ~ , ~ .... ~ ................. z ~ / _(~ ~_~ ,,~y] l.. e ~/~ ~ '~ ~ ~-/] _ ~ ~ Z ~ .. ~ ~S~ON P~ N.Y. ~ STA~ ~R~ CODE . TOWN OF SOUTHOLD BUILD~ING ~EPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. lmstees Flood Permit Stonh-Waier Assessment Form Contact: Mail to:{~ O~ ~c~ ~ Phone: ~51- ~?~ 'ltg-°~  Building Inspector PPLICATION FOR BUILDING PERMIT ~1- $~? 3 ~00~ 1~)I$~? 3 ~00~ INSTRUCTIONS Date /r'~ '~""' , 20o'?~p,~Oc ~~¢ST he ~pletely filled in by typewriter or in ink and submitted to the Building Inspector with4 sets of ~.~, accurate plot pla~ to scale. Iee 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 wate~ays. c. The work covered by this application may not be commenced before issuance of Building Pemit. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it to the applicant. Such a pemit shall be kept on the promises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any pu~ose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Evew building pe~it shall expire if the work authorized has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations aftbcting 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 pemit shall be required. ~PLICATION IS HE,BY M~E to the Building Depamnent for the issuance of a Building Pe~it pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and m~lations, and to admit authorized inspectors on promises and in building for necessa~ inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises --~ot~.,q,oyg "; A~owa (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 0-t Block ~ Lot ~1 Subdivision Filed Map No. Lot 9 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~/OO~ 5. If dwelling, number of dwelling units If garage, number of cars Fee Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '~,~d-' -t~ ~ Rear ~ {~- ~" Height ~. O' ~;; ~ Number of Stories I Dimensions of same structure with alterations or additions: Front Depth '~ ~- (¢" Height ~q ~- ~" Number of Stories Depth '7~ Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front ~'~' t . , / } oo Rear ~C ~q. Depth 10. Date of Purchase Name of Former Owner .Depth 11. Zone or use district in which premises are situated x~._~ ~.~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES )~ NO 13. Will lot be re-graded? YES NO ~ Will excess fill be removed from premises? YES NO ~ 14. Names of Owner of premises &~z,st,-~:~o~' Address 6'~oe,o ~vs ~r-.~o Phone No. Name of Architect ~g..,~- jOor,~e..o Address¢o. %o~ ~ ~,' ,q~.~Chone No ~)~ .z~8 4lg e7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ,~ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO ~ STATE OF NEW YORK) SS: COUNTY OF ~'~u~ct.~ ) ~ ~.4t.,- )O ~'L'~¢; t,~ being duly swum, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 ,/ ~./t.~ day of ../~9 , 20 '~ Ct Notaw Public Nota~ Public. 8rate Of New York Signature of Applicant No. 01GO5792800 Qualified in Suffolk County Commission Expir~ TOWN OF SOUTHOLD BUILDING DEP~p~RT~MENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20 Approved ,20__ Disapproved a/c Expiration 20__ PERMIT NO. BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date II, '~'~ ,20 fft~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) M,V, ilO6- t (Mailing address of apl~h~cant) s · · State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises bOP,~-},~ '~ ~1o [3~3 G ~ ?.EOT I~ F-I Ot~F, (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: House Number Street Hamlet County Tax Map No. 1000 Section 6// Block 5 Lot ,.~/ Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ff~'~/X.3(~ / t~c,q ~-~T,,O~q.,I/ o,~52)5~ b. Intended use and occupancy ~tO?tOS~b / ~ ,%Tir)~V /?-k-5/~-l~7 Nature of work (check which applicable): New Building_ Addition Repair Removal Demolition ,~' Other Work Alteration 4. Estimated Cost ~r'i 06) ! OOt~ 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front c9-c~'- ~ u Rear ~ ~,t Depth $:)..~-~ Height ~I.F)' -'/- r.~-x:,~ Number of Stories I ~ Dimensions of same structure with alterations or additions: Front 0.(~2,~" Rear Depth_ ~- (:> ~' Height ~ ~ '- 1~" Number of Stories I c~ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Sizeoflot: Front ~,5~ ~O~~ Rear ~-J~ Depth Q~.O,~' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 20 NO __ 13. Will lot be re-graded? YES __ NO 14. Names of Owner ofpremiseshJRaff~ ~Or~rqt)g-eAddress G~-~t~ t2tv;/. ~oy !~K3OPhone No. Name of Architect 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 7" NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES __ · IF YES, PROVIDE A COPY. NO ~y~ STATE OF NEW YORK) SS: COUNTY OF,_qO~eO/,tC ) ~R 9,khK. t0©T/¥¢-C'3 being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 [lefore me this ,~_ ,~t'l~ dayof /{.St. za~ 12g,~ 20~o~ "~/'~ ~l~t"~ BABETTE CORNINE Not~ Public Notaw Public, State Of New York No. O1GO5792800 Oualifiod In Suffolk Oountg Signature of Applicant U.S. DEP^R1MENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROP~.~ I Y INFORMATION Al. Building Owner's Name MR. DURANTE GALEOTAFIORE OMB No. 1660-0008 Expires March 31, 2012 IFor Insurance Company Use: Policy Number Company NAIC Number A2. Building Street A~G,==s (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 2635 HOBART AVENUE City SOUTHOLD Sta~ NY ZlPCode 11971 A3. Piu;.,=,[y 17.,~,~;p;.ion (Lot and Block Numbers, Tax Parcel N.,,,b=~, Legal Description, atc.) 1000-64-05-31 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. ~ Long. ~ Horizontal Datum: [-1 NAD 1927 [] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT. Building Diagram Number 2_ AS. For a building with a crawispace or enciosura(s): a) Square footoge of crawispece or enclnsura(s) b) No. of permanent flood openings in the crawi~pace or encJnsure(s) within 1.0 foot above adjacent grade c) Total net araa of flood openings in A8.b d) Engineered flood openings? [] Yes [] No sqff __ eq in A9. For a building with an attsched garage: a) Square footage of attachnd garage sqff b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total nat area of flood openings in Ag.b sq in d) Engineered flood openings? [] Yes [] No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Ia1.NFIP C~..mnity Name & Community Number I B2. County Name B3. State SOUTHOLD TOWN OF 360813 SUFFOLK NEW YORK rB4. Map/Panel Number I B5. Suffix B6. FIRM Index B7. FIRM Panel BB. Flood 36103C0166 I H Date Effective/Revised Date Zone(s) 9/25/09 X 2% B10. Indicate the source of the Base Flood Elevation (BFE) date or base flood depth entered in Item B9. [] FIS Profile [] FIRM [] Community Determined [] Other (Describe)_ a11. Indicate elevation detum used for BFE in ltern B9: [] NGVD 1929 [] NARD1988 [] Other(Describe)__ B12. Is the building located in a Coastal Banier Resources System (CBRS) aroa or Othem4se protected Area (OPA)? Designation Date __ [] CBRS [] OPA I B9 Base Flood Elevation(s) (Zone AO, use base flood depth) [] Yes [] No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations- Zones A1-A30, AE, AH, A (with BFE), YE, Vl-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h peiow according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LX0230Vertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor (incinding basement, crawispace, or enclosure floor) 3.7 [] feet [] maters (Puerto Rico only) b) Top of th~ next higher floor i__o.z c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) . e) Lowest elevation of machinery or equipment servicing the building 3._8 (Describe type of equipment and location in Comments) f) Lowest adjacent (flnishod) grade next to building (LAG) 8.0 g) Highest adjacent (finished) grade next to building (HAG) 8.2 h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.9 structural support [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This ,.=, [;;"~.,~k,,~ is to be $;~.~ and ~,~k~ by a land surveyor, engineer, or architeot authorized by law to cert~ elevation information. I cerSfy ff~at the infom~fion on this CeKdficate represents my best efforts to interpret the data evailable. I understand that any false stetameof may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.[] Check hero if comments aro provided on back of form. Were latitude and longitude in Section A provided by a licensed lend surveyor? [] Yes [] No Certifiers Name JOHN T METZGER License Number 4~618 Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC Ad.~.~ 1230 TRAVELER STRi::t:¥ City SOUTHOLD State NY ZIP Code 11971 sig.ature °ate 11,1 ,0 Replaces all previous editions FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 2, 2008 TO: Frank Notaro For: Durante & Anna Galeotafiore P.O. Box 93 Mattituck, NY 11952 Please take notice that your application dated November 25, 2008 For permit to construct additions and alterations to an existing single family dwelling at: Location of property: 2635 Hobart Road Southold, NY County Tax Map No. 1000 - Section 6~4 Block 5 Lot 3_!1 Is retumed herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling, on a non- conforming 5663 square foot lot with two front yards in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a front yard setback of 18.5 feet on Old Ship Yard Road and a front yard setback of 25.8 feet on Hobart Road and a side yard setback of 9.8 feet. Pursuant to the ZBA's interpretation in Walz (#5039), such additions and alterations will thus constitute an increase in the degree of non-conformance. Pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet and a front yard setback of 35 feet. This Notice of Disapproval was written based on a survey by William T. Holgan dated 10/29/2008. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Sonthold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 dU[ 2 9 2009 8LDG, DEPT. TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING HELD JULY 21, 2009 ZBA FILE # 6286 -: DURANTE and ANNA GALEOTAFIORE, APPLICANTS PROPERTY LOCATION: 2635 Hobart Road (and Old Shipyard Lane), Southold CTM 1000-64-5-31 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under Consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODF: This application was referred as required Under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued a reply stating that this application is conside~l a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 5663 sq fi lot with two front yards in the residential R-40 District. It measures is 55 ft. wide (along Hobart Road) by 100 deep (along Old Ship Yard Road) and is improved with a single family dwelling and frame shed, as shown on the site survey by Frank Notaro, RA dated 7/1/2009. BASIS OF APPLICATION: Requests for Variances, based on an application for a building permit and the Building Inspector's December 2, 2008 Notice of Disapproval conceming new additions and alterations to the existing single-family dwelling. Variances are requested: (1) under Section 280-122 and Code Interpretation under ZBA # 5039 (Walz Application), and for the reason that construction iS proposed with an increase in the degree of nonconformance with regard to existing nonconforming single side yard, and each front yard, and (2) under Section 280-124 for addifions at less than 10 feet on a minimum single side yard setback, at less~than 35 feet from the front lot lines along Hobart Road, and at less than 35 feet from the front lot line along Old Shipyard Lane. RELIEF REQUESTED: The applicant proposes adding a s ng e-story addition along the rear of his house (southwest elevation) measuring 10 fi. deep x 26.6 fi. wide, removing and replacing per code the existing enclosed front pomh facing Hobart Road and adding two 7 fi. deep by 2.1 lt. wide additions (northeast elevation). These additions and alterations to the existing dwelling on this property with two front yards will maintain the pre-existing non.conforming front yard setback of 18.5 fi on Old Ship Yard Road and front yard setback of 25.8 fi. from Hobart Road where the code requires a minimum front yard setback of 35 fi, and maintaining the preexisting non-conforming side yard setback of 9.8 fi. where the requires a minimum side yard setback of 10 feet. FINDINGS OF FACT REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(bi(3)(1). Grant of the variances as applied for will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations will improves the conformity to code and the appearance and functionality of the existing house. It will be no larger than many other relatively modest homes on the neighborhood. Page 2 - July 21, 2009 ZBA FILE # 6286 -: DURANTE and ANNA GN_EOTAFIORE, Applicants CTM 1000-64-5-31 at 2635 Hobart Road (and Old Shipyard Lane), Soulhold 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some meb'md, feasible for the applicant to pursue, other than area variances because the house, which sits on a comer lot, has two pre. existing non- conforming front yard setbacks and a pre-existing non-conforming side yard setback. Tbemfore any addilbn will require a variance. 3. Town Law §267-b(3)(b)(3). The vedances granted herein are not substantial insofar as they maintain all pre-exisltng non- conforming sethacks. 4. Town Law §267-b{3)(b)(5). The dilf~ulty has not been seE-created but is the result of the pre-existing non-conformities of the existing dwelling. 5, Town Law §267~3)(b){4). No evidence has been submitted to suggest that a variance in this residential community will have an adveme impact on the physical or environmental conditions in the neighbedxxxl. The subject property is in a flood zone, like o~er pmpad~es in the neighlxm'm(xl, and all addi~ons and ~ will be built to codes including on site d~nage. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the hea~, safety and welfare of the community. RESOLUTION OF THE BOARD: In conside~ng all of the above factom and apPlying the baiencing test under New York Town Law 267-B, m(dion was offered by Member Weisman, seconded by Chairman Gnehringer, and duly carried, to GRANT the variances as applied for, as shown on the architectural site survey dated 7/1/2009, and Drawings dated 3- 3-09 labeled sheets numbered: A-1.E, A-1 and ^-4, ail prepared by Frank Notaro, subject to the following Condilions: 1. The dwelling shall be fitted with guttors and leaders as par code 2. An on-site drywell shall be inslalied to contained roof runoff on site as per code That the above conditions be written into the Building Inspector's Cer~ of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or sunmy site maps, are not auth(N~ed under this application when involving nonconformilies under the zoning code. This action does not authatze or condone any cunent or future use, setback or other feature of the subject propen"y that may violate the Zoning Code, other than such uses, setbacks and other feetums as are expressly eddmssed inthis action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase Vote of the Board: Ayes: Members C:eehdnger Resolulton was duly adopted (4-0). / GE~:) P. ~OEHRIFIOEI~ CH~MAN · / . prov for Filing 7-27 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: iO0~ ~.~ ~ ~1 District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADINGr DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements end the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Wated=lowI Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15)feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Matedal, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Ama? (This Item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodp.~in of any Watercoume? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permltl EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answerad Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl Yes No STATE OF NEW YORK, ' COUNTY OF ..~.L3........~).&..~-~, .................. SS That I, ..E .~,.~r.L~..~.. ..................... ~ ............................... being duly s~vom, deposes and says that he/she is the applicant for Permit, (Name of individual s~gning Document) .~d that he/she is the .............. ~Q~E~...T. ................................................................................................................................... (Owner, Contraclor, Agenl, Corporate Officer, etc.) Owner and/or represenhative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statemenU contained in fids application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me fids; .~ ......... .~...~ ........ .~ ........ day of ......[/~ ..~.~..~....~... ...... Notary Public: ..5/." '~..~ ................... -.~~..~...~...~_ / *,,-._ B~ABETTE CORNINE 06/07 . ..... y ,-u~,,~. o~.~e u, r~ew Yor~ FORM - No. 01CO5792800 Qualified In Suffolk County/, Corers[ss on Expires ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 14, 2010 Durante & Anna Galeotafiore 132 Rockaway Avenue Garden City, NY 11530 RE: 2635 Hobart Road, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy ~ Application of Certificate of Occupancy. (Enclosed) ~ Electrical Underwriters Certificate. ~ A fee of $50.00. __ Final Health Department approval. ~ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit:: 34984-Z additions/alterations iJ~o'~ 'I: T. T~ RJR Y TOWIY CLEIiK OFFICE OF THE TOWIN CLERI( TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2li, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tVte Flood Damage Prevent regulations of the Code of the To~f.n of Southold: "Floodplain Developmen.t Permit / Application" [FDP{93)], /a/nd "Certificate o( Compliance for Development in Special Flood Hazard A~rea [C/C(93)]. TOWN, OF SOUTHOLD__ Southold Town Clerk August 25, 1993 APPLICATION # PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMFT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (^PPLJCANT lo read and ~.. No work may start until a permit g issued. · 2. The permit may b~ revok~i if any false statemenU are made herein. 3. If revoke, d, all work must c~a~¢ until permit is r¢-i.~ued. 4- Development ~hall not be used or occupied until a Certificate of Comptiaace b Lqsued. 5. Thc permit will cxpir~, if ~o work is commenced within Six months of bsuance. 6. Applicant is hereby informed that other pertain may be required to fulFdl local, state a_nd federal regulatory requirements. 7. Applicant hereby given consent to the Local Administrator or his/her repr~entativ~ to make (eaxonable h~pecfions required to verify compliance. ~3. ~ THE APPLICAJqT, CERTIFY THAT ALL STATEMEIqqU; HEREII'I AND LN ATrACH/,dENTS TO _ THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. -. Wo SECTION 2: PROPOSED DEVELOPMENT fTo be completed bv APPLICAN-Q NAJx4E ADDRESS T~LEPHONE BUlmER ENGINEER PROJECT LOCAT}QH: To avoid delay ia prrx:ess~n§ the application, please pro'de cnou~ ~omation to ~y idcnt~ thc project l~Oom Pro,de ~e ~eet addr~ lot numar or le~ d~ption (anal) ~d, ou~ide ~ ~, the d'~t~ to ~e n~ ~t~se~g road or ~U-~o~ ~K A s~et~ arrayed to ~ apportion sho~g lhc proje~ I~fioa wood be help~ I FDP(9]) ,~ PLIC~ TI 0 ~ ~ PAGE ~ OF ~ DESCRIPTION OF WORK (Check all appUcable boxes): A. STRUCTUIZLA~ DEVELOPMENT ACTIVITY ,STRUCTURE TYPE New Structure ~kdd~fioo Aheratloo Relocation "J~l~emd[itlou' ' Rep[acemant l:~.esldeudal (1-4 Family) El Residential (More than 4 Fa. mily) [] Nee-residential (Hoodproo£mg? D Yes) O Combined Use ('R~iden6al & Commerci~d) [] Manufactured (Mobile.) Home (In Manu- factured Home Pask.?. [] Yes) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: E] Fill [] Mining El Drilling El Grading liil~=xcavatioa (Except for Struattral Development Checked Above) -- - I3 Watercourse Alteration (Indudlog Dredging and Channel Modifications) [] Drainage Improvement~ (Including Culvert Work) ID Road, Street or Bridge Construction O Subdivision (New or ExTansioo) [] Individual Water or Sewer System [] Other (Please Specify). A/'ter completing SECTION 2, .&P?LICANT should submit form to Local Admkalstraror for re. view. SECTION 3: WLOQDPLAES DE'TgRMINATION (To be completed by LOCAL ADMINrISTRATOR.) Thc proposed development ix located or~ ~ Panel No. The Proposed Development: , Dated ID la NOT lo. ted ~ a Special Hood Hazard Axea (Notify the applicant that the appllcatioa review ix complete and NO FLOODPLAIN DEVELOPMENT FER/vflT IS REQUIRED). [] ,ts located ia a Spedal Hood Hazard Area. FFRM Zone de.qignation b 100-Yeas flood eleva6oa at the site b: Ft. NGVD (MSL) 0 Unavailablc Thc, proposed dcvclopmem is Iocmcd in a floodway. FBFM Pa~c] No. Dated C] Sec Section 4 for additional iastrucl~oos SIGNED DATE APPLICATION PAGE 3 OF 4 SE(]'ION ,1: ADDITIONAL INFOiUvlATION REOUIR£D (To hc completed by LOCAL ADMINISTRATOR) The app[Jca~nt must submil the documents checked below be[ore thc. app~cal]on can be processed: A site plan showing thc Iocatioo of all cxi~ting structtu'cs, water bodies, adjpccm roads, lot dimensions and proposed development. [] Development plans, da'avco to scale, and spccificatiorts, including where app/icablc: details for anchoring structures, proposed elevation of lowest floor (including basement), typc~ of water resLstax~t materials used below the first floor, detalia of floodproo£mg of utitkies located below the ftrst floor and details of enclosures below thc £trst floor. Also, Subdivision or other development plans (ff the subdivision or other development ¢×cceds 50 lots or 5 acres whichever is the lesser, the applicant musl provide tOO-year flood elevations ff they are not otherwise available). ~ Plums showiztg the extent of watercourse relocatlou and/gr lan~orm akeratlons. Top of new frill elevation Ft. taGVD E3 Floodproo£mg protection level (non-r~idential only) FC HGVD (MSL). For floodproo£ed structures, applicant must attach certification {rom registered engineer or ~chit¢ct. / (2] Certification from a registered engineer that the propo~s-e/d activity in a regulatory floodway will no( result in a~ increase in the height of the loo-yeas flood. A copy of all data and calculations supporting th~ £mding mu.st Mso be submitted. Other: SECTION 5: PERMIT DETERMIHATION (To be comolcted bY LOCAL ADMIiNI~TRATQRI I h~ve determined that the proposed activity. B. ~ Is not in conformance with provbiom; of Local Law ~ . L9 . The permit is isaued subject to the conditions attached to and made part of thi~ permit. SIGNED , fl~0X A i~ checked, thc Local Adminfxtrator may issue a Development Permit upoo paymenl of designated L( BQX B i} checked,thc Local Administrator wiJl provlde, a written summary of deficicnci~. Applicant may revise and resubmit an application Io thc Local Administrator or may request a bearing from the Boa.rd of Appends. APPLICATION # PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? {3 Yes [] No HeatLog dale: Appeals Board Decisioo --- Approved? C] Yes Coudi6oas C] No ~ECTION 6: AS-BUILT ELEVATION~ (To bc submilled by APPLICANT before Certificate of Compliance is issued} 'Ibc following Laformation mttst be provided for project structures. TI~ section mu~t be completed hy a registered profe-~ionaJ eugineer or a licensed land surveyor (or attach a c~rtificatlon to this application). Complete 1 or 2 below. Actual (As-Built) Elevation of the top of ~hc lowest floor, indudlng basement (in Coastal Hieh Haza'rd Areas, bottom of lowest structural member of the lowest floor, e~dudlng piling mad coltmms) b: ~. taOV'D 0aSL). Z. Aotual (As-Built) Elevation of floodproo£mg protection is FT. NGVD (MSL). NOTE: A~y work performed prior to st~mittal of thc above halormation b at the rixk of the Applicant. / ~;ECTION 7: COMPLDkNCE ACTION (To be completed ~)v LQCAL ADMINISTRATOR/ The LOCAL AI)MIN[STRATOR will complete this section as applicable based ou inspection of the project to e~ure compliance with the commtmi~y's IocM law for flood damage prevention. INSPIECT1ONS: DATE BY DEFICIENCIES? ~ YES El NO DATE BY DEFICIENCIES? O YES El NO DATE BY DEFICLENCIES? El YES E} NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be comoleted bY LOCAL ADMIHIb~TRATOR) Certificate of Compliance issued: DATE: BY: Attachanent B 8A3~PLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA2LadLD ,aALEA (OWT4ER MUST RETkIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OW'IqERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING' BUILDING [] VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLLad~CE 1S HEREBY LOCAL LAW # , 19 SIGNED: CERTIFIED W1TH THE REQUIREMEb/TS DATED: OF COMPLIANCE IS HEILEBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #.__., 19__, AS MODIFIED BY VARIANCE # , DATED SIGI~ED: DATED: C/C(93) ITECNOLOGIES Januaw25,2009 Town of Southold Building Department Southold, N.Y Re; Mr. & Mrs. Galeotafiore 2635 Hobart Rd. Southold, N.Y. 11971 T.M.# 1000-64-5-31 To Whom It May Concern: Per our conversation we certify that the proposed demolition work on the Galeotafiore Residence will conform to the Zonin.q Boar~ Ap_P_eg. ls dete?ir~ation ~ated July~21',-2~0~he firs--{ floor joists will remain and new joists to be sistered to exi§tin~echanical room will be relocated to the basement from the first floor, the first floor ceiling will be replaced at an 8' ceiling height and all windows to be replaced. An additional area of basement will be added for the mechanical equipment,(see enclosed sketCh)l Please call our office if you have any questions (631) 298-1129. Sincerely, Frank Notaro, R.A. BLDG. DEPf. TOWN OF SOUTHOLD CTIHI~ [0C_~0 ~'t4 '~ ~-~/ S bdivision: 'ropc,ly Address: ,:~". /L~:;igf'~'_ ~d ,llllditlg pa mits (Open'E×pired): BP -z/c,'o z P~_~-Z/C/OZ___ Infc~ BP Z,/C/0 Z- i~gle & Separate Search Required? Y or N Deie~minatmn: ~Q, Lot Size:~O ~60 ACE Lot Size: ~ ~ ~Q. Front__ ~ ACT Flonl ILEQ S'dc ACT. Side ~Q. Height ~ ACT Heif,.h Vatel ['3, es, Info: __ __ BP , Ix:lb:__ Con 1'o rlni~a ? ]:k/t~_. ___ Z/ C/O Z- BP -Z/ C0 Z- .ii, fo: RE~Q. Lot Cox,. ACT. Lo/C0v. I P,~:Q. Rear PROP [ica- OlllllOl/l [ I tlxltt',: t I :oulhold l)launitl~: 'f ~,~):~(t.: , I't, lmitli: _ - Nc)Ct, s: *NTS ('OI)F (:omt)liance (lin,ftc 2~: x~ ol N NEW YORK STATE CODE COMPLIANCE ( !HICC1CLIgT C LIMATIC/GEOGICAPHIC DESIGN icl l'k [CIA: ©round Snow Load 45 / Wind Speed 120MPIt ~ SeismicDesiguCategory:B weaihering;Severe_~ _ Frost Depth: 36" ~ ~ ice Shield Underlay: 5~8 Design Temp: 1l / USE/OCC~ANCY CLASS~ICATION ~ I VPE OF CONS F~UCT[ON. [) l~S iGN (71~ ITEl(lA- I~N(3~EI~REI ~/~~ F~ll I Fb'AMIlq(J I)[~SI(~N FI~IJI{IFI~', h' I~ rl'ermiie ~/-ll .~7ecay: S-iV[ Flood Ilazards: ~ ~ NAIl ,]lqC ;/CC)NS'FRt~CT[C)N REScheck Software Version 4.3.0 Compliance Certificate Project Title: GALEOTAFIORE RESIDENCE Energy Code: Location: Construction Type: Heating Type: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric Glazing Area Percentage: 31% Heating Degree Days: 5750 Construction Site: 2635 HOBART LANE SOUTHOLO, NY 11971 Owner/Agent: DURANTE GALEOTAFIORE 132 ROCKAWAY AVE GARDEN CITY, NY 11530 631-298-1129 Compliance: Maximum UA: 256 Your UA: 244 DesignedContractor: FRANK NOTARO R.A. ARCHITECNOLOGIES P.O. BOX 93 MATTITUCK, NY 11952 631-298-1129 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low-E Window 2: Vinyl Frame:Double Pane with Low-E Window 3: Vinyi Frame:Double Pane with Low-E Window 4: Vinyl Frame:Double Pane with Low-E Window 5: Vinyl Frame:Double Pane with Low-E Window 6: Vinyl Frame:Double Pane with Low-E Window 7: Vinyl Frame:Double Pane with Low-E Window 8: Vinyl Frame:Double Pane with Low-E Window 9: Vinyl Frame:Double Pane with Low-E Window 10: Vinyl Frame:Double Pane with Low-E Window 11: Vinyl Frame:Double Pane with Low-E Window 12: Vinyl Frame:Double Pane with Low-E Window 13: Vinyl Frame:Double Pane with Low-E Window 14: Vinyl Frame:Double Pane with Low-E Window 15: Vinyl Frame:Double Pane with Low-E Window 16: Vinyl Frame:Double Pane with Low-E Window 17: Vinyl Frame:Double Pane with Low-E Window 18: Vinyl Frame:Double Pane with Low~E Window 19: Vinyl Frame:Double Pane with Low-E Window 20: Vinyl Frame:Double Pane with Low-E Window 21: Vinyl Frame:Double Pane with Low-E Window 22: Vinyl Frame:Double Pane with Low-E Window 23: Vinyl Frame:Double Pane with Low-E Window 24: Vinyl Frame:Double Pane with Low-E Window 25: Vinyl Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Basement Wall 1: Solid Concrete or Masonry 1470 19.0 38.0 25 1175 11.0 21.0 35 9 0.330 3 9 0.330 3 9 0.330 3 22 0.330 7 22 0.330 7 22 0.330 7 11 0.330 4 11 0.330 4 15 0.330 5 22 0.330 7 11 0,330 4 11 0.330 4 11 0.330 4 9 0.330 3 9 0.330 3 5 0.330 2 5 0.330 2 12 0.330 4 12 0.330 4 33 0.330 11 22 0.330 7 8 0.330 3 8 0.330 3 11 0.330 4 11 0.330 4 20 0.310 6 20 0,310 6 225 17.0 9.0 37 Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data filename: C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 1 of 7 Wall height: 6.0' Depth below grade: 4.0' Insulation depth: 2.0' Floor 1: AII-Wcod Joist/Truss:Over Unconditioned Space Boiler 1: Other (Except Gas-Fired Steam) 80 AFUE Air Conditioner 1: Electric Central Air 13 SEER 812 11.0 21.0 23 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowiedge, belief, and professional judgment, such plans or specifications are in cornplianca with this Code. ~~.~_....~~ Sig~~~Date Project Notes: PROPOSED 1 1/2 STY. SINGLE FAMILY RESIDENCE. Project Title; GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data §lename: C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK. rck Page 2 of 7 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" c.c., R-11.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 6.0' ht / 4.0' bg / 2.0' insul, R-17.0 cavity + R-9.0 continuous insulation Comments: Extedor insulation has a dgid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Typo Thermal Break? Yes __ No Comments: [] Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? __ Yes Comments:. No [] Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Typo Thermal Break? Comments: Yes No [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Typo Thermal Break? Comments: Yes No [] Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data fllename: C:\Documents and Settings\Frank\My Documents\REScbeck\GALIT RES CHECK,rck Page 3 of 7 #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows with ~ut labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 10: Vin '1 Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 11: Yin '1 Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No [] Window 12: Vin ,I Frame:Double Pane with Low-E, U-factor; 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No [] Window 13: Vin ,I Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 14: Vin ,I Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 15: Vin ,I Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 16: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 17: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 18: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No [] Window 19: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factars, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 20: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data filename: C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 4 of 7 Window 21: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 22: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 24: Vinyl Frame:Double Pane with Low-E, U-tactor: 0.330 For windows without labeled U-factors, deschbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 25: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Doors: [] Door 1: Glass, U-factor: 0.310 Comments: I~1 Door 2: Glass, U-factor: 0.310 Comments: Floors: [] Floor 1: Ali-Wood Joist/i'russ:Over Unconditioned Space, R-I 1.0 cavity + R-21.0 continuous insulation Comments: Heating and Cooling Equipment: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE or higher Make and Model Number: [] Air Conditioner 1: Electdc Central Air: 13 SEER or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification and Installation: [] Materials and equipment are installed in accordance with the manufactursr's installation instructions. [] Insulation is installed in substantial contact with the sur[ace being insulated and in a manner that achieves the rated R-value. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are cleedy marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data filename: C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 5 of 7 I~ Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ~1 All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181S. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa), [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~1 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: I~ Fireplaces are installed with tight tiffing non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1, Heating and Cooling Piping Insulation: ~1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources, Pool pumps have a time dock. Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Da[a tilename: C:\Documents and Seffings\Frank\My Docements\REScheck\GALIT RES CHECKrck Page 6 of 7 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Fluid Temp. Pipi~ System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: GALEOTAFIORE RESIDENCE Report date: 09/02/09 Data fllename: C:\Documents and Settings\Frank\My Documents\REScheck\GALIT RES CHECK.rck Page 7 of 7 J~,N 2,6 2SlO BLDG. OEP'I'. TOWN OF SOU~'HOLO 8' C.H. )ATION WALL /ED ',ILY 10' STL. COL. BOLT TO STL TITLE Ne.: MA,S3291 10.8' 10.5' 47'24'04" E ACTUAL EL.~ FC / 11.2' 18.6' 9.6' FLOOD ZONE AE 9.9' 18.7' 9.6' ! .1' 1-1/2 STORY ADOPTION 15.4' FC 0.5'/E LOT 116 EL= N 51°28'40" W EL- EDGE 8.4' HOBART EL~ ~5.001 ASPHALT 7.2' ROAD (so' eow) CERTIFIED TO: STEWART TITLE MASTERS ABSTRACT JP MORGAN CHASE, NA DURANTE GALEOTAFIORE AND ANNA GALEOTAFIORE SURVEY OF A PORTION OF LOT 116 "MAP OF FOUNDERS ESTATES, INC.' F: 05/10/1927 No.: 834 SITUATED IN SOUTHOLD TOWN OF SOUTHOLD SUFFOLK Co. NEW YORK SCTM No.: 1000-64--5-31 FLOOD ZONE INFORMATION: COMMUNITY: TOWN OF SOUTHOLD MAP NUMBER: 36103C0158 G DATE: MAY 04, 1998 ZONE: X BFE: NO ELEV. ESTABLISHED ZONE: BFE: 8.0' NOTE: EXISTING RIDGE IS 19.9' ABOVE GRADE. NOTE: ELEVATIONS ARE IN NGVD OF 1929. JOB No.: 2739-08-8 WILLIAM T. HOLGAN LICENSED LAND SURVEYOR,P.C. 41 SMITH STREET BABYLON, NEW YORK 11702 SCALE:I'=20' DATE: 05/08/2008 i , NORTH EAST ELEVATION SOUTH EAST ELEVATION FIRST FLOOR PLAN HOUSE - 493 SQ. FT. SUNROOM - 157 SQ. FT, NORTH WEST ELEVATION iD BY SEE ~ # SECOND FLOOR HOUSE - 493 SQ. FT, L SOUTH WEST ELEVATION OFFICE SET 10.20.08 A-1 .E FIRST FLOOR PLAN HOUSE - 812 SQ. FT. PORCH - 135 SQ. FT. SECOND FLOOR PLAN HOUSE - 400 SC). F'F, MAP ~1~- ',;ED BY ZBA sEE DEC~,.,,ON # ~ 2-?;(o oATEO....~,. / ~! I #3 OFFICE SET 10.20.08 A-1 SOUTH EAST ELEVATION NORTH WEST ELEVATION NORTH EAST ELEVATION SOUTH WEST ELEVATION FINAL MAP EVIEWED BY ZBA SEE DECI~Otl # , DATEO...~_, I?~..1~ OFFICE SET 10.20.08 A-4 N SITE SURVEY SITUATE: MAP OF PROPERTY "MAP OF FOUNDERS ESTATES, INC." TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. MAP- 1000 - 64 - 05 - 31 CERTIFIED TO: GALEOTAFIORE SURVEYED 07il 1//2008 AREA = 5,392.2 SQ. S.F. SCALE 1" = 20' INFORMATION TA~<~N FROM %UF~VEy PREPARED BY WllLLIAM HOLGAN, P,C. BABYLON, L.fl,, N.Y. 11702 (651) 321-- 4752 SITE DATA: ~T AREA= 5,392.2 SC.FT. AREA OF EXISTING HOUSE AND ENCLOSED PORCH = 654.7 SC.FT. AREA OF EXISTING SHED = 98.5 ~SQ.FT. AREA OF PROPOSED HOUSE AND COVERED PORCH -- 940.2 SC.FT. PERCENTAGE LOT COVERAGE: 13.9% EXISTING 19.3% PROPOSED NOTE: ~ING SEPTIC IS 2- 4' DEEP X 8' DIA. RINGS SEPTIC INFORMATION IS AS PER OTHERS AND AS SUCH IS NOT GUARANTEED NOTE: PROVIDE 2- 4' X 8'D. DRYVVELLS FLOOD ZONE INFORMATION: COMMUNITY: TOWN OF SOUTHOLD MAP NUMBER: 3610300158 (G DATE: MAY 04, 1998 ZONE: X BFE: NO ELEV. ESTABLISHEID ZONE: AE BFE: 8.0' SITE 1I PROV. 5/8" F.B. SHEETROCK CEILING OF UTILITY AREA D(IST, FOUNDATICr TO BE REMOVED ~HIS AREA ONLY ,WALL 1 0' EXIST. FOUNDATION WALL TO REMAIN. PROV. VENTS (TYPICAL ALL) ,'11 1 2'-6"- CL, ELEC up I lB" p, COHO. FOUNDATION WALL FOOTING (CONT,) W/W,W,M. IN WALL AND FOOTING TOP OF FINISHED WALL TO BE 2" LOWER THEN EX, WALL PROV. 5/8'~ DIA. X 13" L. STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME EMBEDDED INTO ~NCRETE @ NO MORE THAN 32" O,C. @ 1'-0" AWAY FROM EACH CORNER 0'~r'PICAL ALL NEW FOUNDATION AREAS) PROV. DBL. 2" X 6" SILL PLATE TOP OF F(~UNDATION WALL (TYP. PERIMETER) F~ROV. 2' DEEP WINDOW WELL ,FOR DRAINAGE W/ 1' D. CTONE GRAVEL TO SAND NOTE: FINISHED BASEMENT AlS NOT DESIGNED FOR USE S A BEDROOM. PROV, 2' DEEP WINDOW WELL / FOR I B, STONE GRAVEL TO SAND -. FOUND. WALL/FOOTING TO REMAIN. REINFORCE WiTH HAUNCH SLAB PROV. BEAM POCKET 5" W, x 10" H. x 5" D. PROV. 8"X VENTS(TYPICALAL~ PROV. 4' HIGH P. CONC. WALl EXIST, FOUNDATION TO REMAIN, SLAB, E PROV, BEAM POCKET lB" W, x 10r' H x 5" D. -- T4=tUC-T~ STL, COL, BOLT TO STL, BM, ABOVE, (TYP, BOTH SIDES) ¢~, ' PROV, 8 X 16 ADJUSTABLE ACCESS OPENING & INSUL, I HINGED DOOR, (TYP, ALL) h FOUNDATION TO REMAIN, 3" P, CONC, SLAB, 3' CRAWL SPACE FOUNDATION PLAN 8" P. CONC. FOUNDATION WALL WITH 1'-6" W. X 10" D, P. COHO, FOOTING (CONT,) W/W W.M, IN WALL AND FOOTING, TOP OF FINISHED WALL TO MATCH EX, WALL VERIFY IN ~'IELD LOCATION OF WALL, pROPOSED WALL TO MATCH LINE OF EXISTING WOOD STR,UOTURE PROV. 2" X 10" A,C,Q RIM BOARD W/ 3/4" "AZEK" TRIM (TYP,) 2" X 10" A.C.Q.F.J, @ 60,C, [TYP.) DBL. 2" X 10" ACC. GIRDER PROV 2" X 10" A.C,Q. RIM BOARD W/3/4" "AZEK" TRIM (TYP.) PROV. CONTINUOUS I 3/4" X 7 1/2" "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS (TYP, ALL PERIMETER AREAS). FIRST FL. DECK FRAMING PLAN C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFJCATIONS PROV. CONTINUOUS I 3/4" X 9 1/2" "GP - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS. (TYp. ALL PERIMETER AREAS), PROVIDE S - 2" X 10" CONT. R. LAG BOLT TO STRUCT STL. COL. BELOW, (TYPICAL ALL) SISTER F,J, TO EXISTING F,J, PROVIDE 3 - 2" X 10" CONT LAG BOLT TO STRUCT. STL COL, BELOW, (TY'PICAL ALL} [ OFiFI2.C8,FoDSET) III Z SCALE: 1/4" = 1 '0" DWG, NAME: FOUNDATION/ 1ST FL, FFIAMIN, PLAN DWG. NO.: A-0 CONSTRUCTION LEGEND I EXISTING PARTITION TO REMAIN EZ£ZI EXISTING HOUSE OUTLINE ~!¢¢4t!1ttI PROPOSED NEW PARTITIONS SEC."B" PORCH BEDROOM #1 POWDER RM, FOYER 4'-9"X 6u0'' PROPOSED 10' 18'-6" DN.I , 28u1 ,, I I SEC."B" FIRST FLOOR PLAN HOUSE - 812 SQ. FT. PORCH ~ 135 SQ. FT. 35'-6" V..F. KITCHEN PROPOSED GREAT ROOM BEDROOM #2 T SEC."B" 28'-2" · SEC."B" ) SECOND FLOOR PILAN HOUSE - 400 SQ. FT., 38u2" C~'RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL BEDROOM #3 OFFICE SET 8.28.09 PROV. 5/3" F.R. SHEETROCK CEILING OF UTILITY AREA EXIST. FOUNDATION WALL TO REMAIN, PROV 8" X 16" ADJUSTABLE VENTS {TYPICAL ALL) PROV. BEAM VENTS (TYPICAL ALL) PROV. 4 HIGH P. CONC. WAL EXIST,'~OIJNDATION TO REMAIN, 2'-2" 1 '-6" EXIST. FOUNDATION WALL TO BE REMOVED-- ' CHIS AREA O NI¢'~ P. CONIC, FTC STL. COL, BOLT TO STL BM, ABOVE. (TYP, BOTH SIDES) 3" P. CONC, SLAB, J 3' CRAWLSPACE FOUNDATION PLAN 8" P. OONC. FOUNDATION WALL PROV D]A X13"L STEEL ANCHOR FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE ~ NO MORE THAN 32" O,C. ~ 1 '-0'~ AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) PROV, DBL, 2" X 6" SILL PLATE TOP OF FOUNDATION WALL (TYP PERIMETER) PROV. 2' DEEP WINDOW WELL FOR DRAINAGE W/1' D. STONE GRAVEL TO SAND PROV. S DEEP WINDOW WELL FOR DRAINAGE W/1' D 3" X 1G" ADJUSTABLE EXIST, FOUNDATION TO REMAIN. 3" P. CONC. FOUNDATION WALL WITH 1'-6" W, X 10" D, P, CONC, FOOTING (CONT,) W/W.W.M. IN WALL AND FOOTING. TOP OF FINISHED WALL TO MATCH EX, WALL VERIFY INI FIELD LOCATION OF WALL, PROPOSED WALL TO MATC~H LINE OF EXISTING WOOD STRUCTURE INOTE CONTRACTOR TO NOTIFY THE ARCHITEOT OF ANY AND ALL REVISIONS DUE TO FIELD PROV, 2" X 10" A.C.Q, RIM BOARD W/3/4" "AZEK" TRIM (TYp.) DBL. 2"X 10" ACC. GIRDER PROV 2" X 10" A.CG. RIM BOARD W/3/4" "AZEK" TRIM (TYP.) DBL. 2" X 10" % PROV. CONTINIUOUS 1 3/4 X ? 1/2 GP - FIBERSTRONG RIM BOARD, EXCEPTAREAS OF OPENINGS, (TYP, ALL PERIMETER AREAS), PROV, CONTINUOUS I 3 BOARD. EXCEPT AREAS OF OPENINGS. (TYp. ALL PERIMETER AREAS), PROVIDE 3 ~ 2" X 10" CONT. LAG BOLT TO STRUCT. STL COL. BELOW. (TYPICAL ALL) SISTER F.J, TO EXISTING F.J. PROVIDE 3 - 2" X 10" CONT GIRDER. LAG BOLT TO STRUCT, STL COL, BELOW. (TYPICAL ALL) FIRST FL. DECK FRAMING PLAN OFFICE SET 12.8.09 0 DWG. NAME' FOUNDATION/ IST FL. FRAMIN( PLAN DWG. NO: A-0 GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2, BEFORE COMMENCEMENT OF WORK, THE GEN'L, CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLL~PSE~ DISTORTION, AND MISALIGNMSNT ACCORDING TO TO ALL APPLICASLE CODES. 6, THE GEN~L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT, GEN'L, CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED, 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PBEMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBSISR CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED, 8, ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 9, DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLELTO THE FRAMING, PROVIDE DOUBLE HDR, JOISTS AT ALL OPENINGS, REFER TO CONSTRUCTION DWG'S, FOR SIZES, 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST, GRADE OR EQ, 11, ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORN SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO FROCEEDING WITH THE WORK, NOTE PER REQUIREMENTS BY NEW yORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN, ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA ) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. CONSTRUCTION LEGEND NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" COX PLY~NOOD. EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), PROV. 5" EXPOSURE VINYL "CEDAR IMPRESSIONS" BY CERTAINTEBD OR APP, EQ. (TYPICAL ALL AREAS), ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS, NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP BO. SCREWED/TAPED BOTH SIDES INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 6" SQUARE POPLAR BASE W/OGEE "ROUTE", ALL WINDOWS W/BO''OM SILL, U.O.N, PROWDE MOISTURE RESISTANT GYP. BU. (GREEN BD ) FOR ALL BATHROOM WALLS AND CLGS, PROVIDE CEMENT WALL BO, FOR ALL AREA RECEIVING TILE, INCLUDING FLOORS, INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O,N,, ONE COAT PRIME & TWO COATS SATIN FINISH (COLORS T,B.D, BY OWNER) U,O,N, ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDIOIBE ADDITIVE, HARDWOOD FLOORING ~ #1 RED OAK 2 1/4"W,,15LB, FELT UNDERLAY FINISH - 3 COATS OF CLEAR SATIN POLYUR~THANE (PACIFIC BRAND), SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED, SUB-FLOOR - ADDITIONAL 1/2" CEMENT FLOOR BOARD (TILE AREAS). CARPETTO BE SELECTED AND pURCHASED BY OWNER. TILE LEGEND ~ 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP EQUAL, TILE BORDER W/20~1 TILE ON A 4E~' TO SE INSTALLED OVER 1/2" CEMENT BOARD, U,O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, ~ E" X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP, EQUAL, TILE BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, INSULATION NOTES NEW EXTERIOR WALLS: INSULATION BY 'CERTAINTEED~ OR APPROVED EQUAL. NEWA]q'IO/ROOF: R-38 KRAFT-FA. INSULATION BY~OERTAINTEED~OR APPROVED SQUAb 2"X6" WOOD STUD. R-21 FOIL FA, HIGH DENSITY CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-E1 BAIT INSULATION GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES AC/HEATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ONE "BIASlr' 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV S" DIA, "ZERO CL~J:~RANCE" FLUE ONE VAUGHN 70 GAL, INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED, ALL NECESSARY piPING, CIRCULATORS, CONTROLS, ETC , AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. TVVO ~RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED, TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. NOTE, ADD ANTI-FREEZE TO ENTIRE SYSTEM, ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y.B.F.U, AND A CERTIFICATE FROM THE N.Y.B.F,U. IS TO BB PRESENTED TO THE OWNER AT THE COMPLETION OF THE dOB. THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES ALL OTHER ELECTRICAL EQUIP TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALL SWITCHES AND RECEPTACLES TO BE ~LUTRON~, "DECORA" COLOR T,B D, RECESSED DOWNLIGHTS TO BE "LIGHTOUER" OR ApP, EQ, TRIM - WHITE. NOTE; CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS, DOWNLIGHTS, VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT. DUPLEX ELECTRICAL RECEPTACLE (~DB DOUBLE DUPLEX ELECTRICAL RECEPTACLE ~SC DUPLEX SEPARATE CIRCUIT RECEPTACLE ~F~ DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT (~FL, DUPLEX FLUSFI FLOOR ELECTRICAL RECEPTACLE $ WALL SWITCH $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH SDs RECESSED DOOR ACTIVATED SWITCH ~ RECESSED DOWNLIGHT (IOOW)" DGRTOLIER" OR APP, EQ. ~= EXTERIOR RECESSED DOWNLIGHT (IO0W)" LIGHTOLIER" OR/APP. EQ, ~JB CEILING MOUNTED JUNCTION BOX J~B WALL MOUNTED JUNCTION BOX ~JB WALL MOUNTED DUAL SPOTLIGHT ~'F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER. 4~'EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAVY DU'TY UNIT OR APP, EQUAL, <~T NEW TELEPHONE RECEPTACLE <~ o NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) <~ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) OsD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL CONTROL BOX, []DB NEW DOORBELL "4OTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S,C NOTE; PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T,B,D, THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: BOILER, HOT WATER HTR,, REFRIG. KITCHEN DH, LTS, & FO~f'SR LT, PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS, FOLLOW ALL NECESSARY N Y,S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE COMPLETED. PROVIDE ALL f*.~ECESEARY DRAIN VALVES FOR WINTERIZATION, REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES, ALL WASTE LINES ARE TO BE INSULATED WITH SOUND A~FENUATING INSULATION (TYP, ALL AREAS) ~HB pROVIDE Elbe)ST FREE HOSE BIBS BHOWER HEAD (FROST FREE SHOWER BODY) GAS LINE FOR: BBC, DRYER & OVEN: GAS TANK LOCATION AS NOTED ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIIRCULAR DRIVEWAY, NOTIFY OWNER IN CASE OF RELOCATION, ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH EDMUND ATTENUATING INSULATION. (TYP. ALL) OWNER TO SELECT STYLES OF FIXT, INCLUDING THE FOLLOWING: SINKS, TOILETS, TUBS, FAUCETS, TUB FI'XT., & SHOWER CO~NTROLE, FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED (~N TYPES OF FIXTURES SELECTED. ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE F~LUMBSR, UNLESS OTHERWISE SPECIFIED BY OWNER DEMOLITION LEGEND ........... EXISTING EXTERIOR WALL ........... JTO BE REMOVED EXISTING DOOR/WINDOW TO BE REMO'VED NORTH EAST ELEVATION DOOR SCHEDULE FIRST FLOOR- EXTERIOR DOORS - ANDERSEN FIRST FLOOR- INTERIOR DOORS - "JBLD-WEN" "CAMBRIDGE SERIES" DOOR '~ WIDTH: HEIGHT: DOOR MAT'L OPERATION: LOCATION: (~ T,B,D, T.B,D. T,B D. LEFT ENTRANCE 2'-4" E'-8" MASONITE POCKET DOOR -~ALL CL, (~) 2~_6'' 6'-8~' MASONITE RIGHT BEDROOM #2 (~ 2~.4'' 6"~8'' MASONITE LEFT 2ND FL, BATH (~ 2'-6" 6'-8" MASONITE LEFT BEDROOM #3 (~ 3'-0" 6'-8" MASONITE DEL SWING LAUNDRY RM, (~ Bi.4Ii 6'-8" MASONITE RIGHT BED #3 GL, (~) 2'-0" 6'-8" MASONITE RIGHT BATHROOM GL, (~ 2'-4" 6'-8" MASONITE LEFT BED #2 GL, (~ 6'-0I' 6'-8" FWH6068R SLIDER KITCHEN INTERIOR/EXTERIORTRI M: INTERIOR WlndsorONE CLASSIC COLONIAL BASE MOLDING: WOBM001 WINDOW SILL: ,(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER WINDOW & DOOR CASING: WOBBO01 , WOCSO01 CROWN MOLDING: WOCMO01 - VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE, ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED, EXTERIOR AZEK TRIMBOARD WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK CORNER BOARD TRIM: 5/4" X 8" AZEK FREEZE BOARD: 5/4" X 6" AZEK FASCIA TRIM', 5/4" X 8" V,I,F, AZEK SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE WITH OWNER PRIOR TO PURCHASE. TABLE 1002,4 REFER TO A.1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS, SPAN 12 12 16 6~-0" < PANEL 2~-0'' < PANEL 6'-0" < PANEL SPAN < 8'-0" SPAN < 6'-0" -ALTERNATIVE FOR OPNG. PROTECTION WOOD STRUCTURAL PANELSWITR A MINIMUM THICKNESS OF 7/18" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITDED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PREOUT TO COVER GLAZED OPENINGS WITH A'ITAOHMENT HARDWARE PROVIDED. ~ ~ ~609,1.4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS FASTENER. #5 WooDTYPE SCREWS PANEL16SPAN 2'-0" <16PANEL 4~0" <16PANEL 6'-0" <12PANEL <__ 2'-0" SPAN <_ 4'-0" SPAN % 6'-0" SPAN _< 8'-0" I 1/2" #6 WOOD SCREWS 16 16 12 9 WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILETS: ClMARRON COMFORT HEIGHT TWO PIECE - SINKS: THOREAU UNDEROOUNTER LAVATORY - K-2907-4U SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE LIST' KITCHEN SINK: UNDERTONE - K-3188 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE, PANEL LEGEND (REFER TO TABLE 1609.1.4) PANEL SIZE REF, TYPE AND # OF SCREWS WIDTH '1 HEIGHT QTY' NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONBTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. DRAWING LIST A-N A-D A-0 A-1 A-1,1 A-3 A-4 A-5 A-6 DRAWING NOTES/PANEL PLAN DEMOLITION PLAN FOUND./1 ST FL, DECK FRAME PLAN FLOOR CONSTRUCTION PLANS 2ND FL. DECK FRAMING/ROOF FRAMING/ROOF PLANS BUILDING SECTIONS BUILDING ELEVATIONS PLUM. RISER DIAG./NAILING SCHED. ENERGY CALCULATIONS QTY- I QTY'- I QTY- 4 (2) 3'-3" X 5'-4" QTY- OFFICE SET 8.28.09 LU W W .J < SCALE: AS NOTED DWG. NAME: DRAWING NOTES DWG. NO: A-N CONTRACTOR'S NOTE AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD CONDITIONS: 1, ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION FRAMING pLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING. A DETERMINATLON WILL BE MADE AS TO THEIR REPLACEMENT. 3, EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS DEMOLITION LEGEND EXISTING EXTERIOR WALL TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMAIN, EXISTING DOOR/WINDOW TO BE REMOVED. REMOVE EXIST, ROOF SFalNGLES, SHEATHING & ALL ROOk FRAMING, REMOVE EXIST. CEILING ,JOISTS & PROTECT EXIST,SPACE BIBLOW. 26'-8" L~ EXIST. FOUNDATION TO REMAIN. REMOVE EXISTING FLOORING (TYP. ALL), REMOVE EXISTING ELEC, PANEL. PROVIDE TEMP, ELEC, POLE 22'-4" " FIRST FLOOR PLAN HOUSE - 493 SQ. FT, SUNROOM - 157 SQ. FT. NORTH EAST ELEVATION REMOVE EXIST. SHEATHIt' REMOVE EXIST. CEILING JOIST,~8 & PROTECT EXIST,SPACE BELOW/. ] ] EZZZZZZZZZZ] F --ZZZ] ]ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ ]ZZ_-ZZZZ2ZZZZ--Z] REMOVE EXIST, SIDING ROOFED SHEATHING & REPLAC~E 20' SOUTH EAST ELEVATION NORTH WEST ELEVATION NOTE, C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONS SECOND FLOOR PLAN HOUSE - 493 SQ. FT. REMOVE EXIST, ROOF SHINGLES, SHEATHING & ALL ROOF FRAMING, REMOVE EXIST, CEILING JOISTS & PROTECT EXIST.SPACE BELOW, SOUTH WEST ELEVATION [ OFsF.I2C8.Eo/ETI 0 Z 0 BCALE; 1/4" ~- 1 '0" DWG. NAME: E)EMOUTION PLANS/ ELEVATIONS DWG NO,; A-D pROV. 5/8" F,R, S CEILING OF UTILITY AREA F~(IST. FOUNDATION WALL TO REMAIN. PROV 8"X16"ADJUBTABLE .%%Oo,# D,R PROV, B" X 16 VENTS (TYPICAL ALL) PROV. 4' HIGH P. 1 5'-6" III II ;,SLAB, ST ABOVE. (T~P. BOTH SIDES) 3" P OONC. SLAB, 3' CRAWL SPACE 1 9' FOUNDATION PLAN 8" P. CONC, FOUNDATION WALL FOOTING CONT.)W/W.W.M. IN WALL AND FOOT NC. TOP OF FINISHED WALL TO BE 2" LOWER THEN EX. WALL PROM ." .... ZL ANCHOR FOR SILL PL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 32" O,C, @ 1'-0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) PROV DBL 2" X 6" SILL PLATE TOP OF (T~P. PERIMETER) PROV. 2' DEEP WINDOW WELL FOR DRAINAGE W/ 1~ D, STONE GRAVEL TO SAND PROV. 2' )EEP WINDOW WELL INFORCE WITH HAUNCH SLAB .' \ PROV, BEAM POCKET 8" X 16~ ADJUSTABLE (TYPICAL ALL) EXIST. FOUNDATION TO REMAIN, S" P, CONC. NDATION WALL WITH 1'-6" W, X 10" D, P, CONC, FOOTING (CONT.) W/W,W,M, IN WALL AN D FOOTI NC, TOP OF FINISHED WALL TO MATCH EX, WALL VERIFY !N FIELD LOCATION OF WALL, PROPOSED WALL TO MATCH LINE OF EXISTING WOOD STRUCTURE PROV. 2" X 10" A C Q, RIM BOARD W/3/4" "AZEK" TRIM (TYP.) DBL, 2"X 10" ACC. GIRDER @16" O.C, (TYP.) DBL, 2" X 10" ACC. GIRDER PROV, 2 X 10 A.C,Q. RIM BOARD W/ 3/4" "AZEK" TRIM (TYP,) PROV, CON-~INUOUS I 3/4" X 7 1/2" "GP - FIBER~TRONG" RIM BOARD, EXCEPTAREAS OF OPENINGS, (TYP, ALL PERIMETER AREAS). FIRST FL. DECK FRAMIING PLAN NOTE: C~RACTOR TO ~IOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL PROV CONTINUOUS I 3/4" X 9 1/2" IM BOARD, EXCEPT AREAS OF OPENINGS, (TYP. ALL PERIMETER AREAS) PROVIDE B - 2" X 10" CONT, LAG BOLT TO STRUCT. STL, COL, BELOW, CF/PIDAL ALL) SISTER F,J, TO EXISTING F.J. PROVIDE 3 - 2" X '10" CONT, LAG BOLT TO STRUCT, STL COL. BELOW, ¢¢YPICAL ALL) OFFICE SET 12,8.09 < J D 0 ~ d F _ m0 [o0 ~0 1/4" = 1 FOUNDATION/ 18TFL, FRAMIN6 PLAN A-O CONSTRUCTION LEGEND I , EXISTING PARTITION TO REMAIN J EXISTING HOUSE OUTLINE ~l'~¢~ritF~j PROPOSED NE~V PARTITIONS ,EC, B 26'-8" PORCH 10' D~.l BEDROOM #1 s~ POWDER RM, 18'-6" FOYER I SEC."B" ) PIRST FLOOR PLAN HOUSE - 812 SQ. FT, PORCH - 135 SQ. FT. 35'-6" V.I.F. KITCHEN GREAT ROOM BEDROOM #2 f SEC."B" ) SEC,"B" ) SECOND FLOOR PLAN HOUSE - 400 SQ. FT. INOTE~ CONTRACTOR TO NOTIFY THB ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GBNERAL CONTRADTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS BEDROOM #3 9'-0" X 15'-0" I OFFICE SET 8.28.09 < < Z0~ 2 ~ d d d ~ ~z 1/4"= 1 '0" CONSTRUCTION P~NS DBL. 1-3/4" X 9-1/2" G,P, LVL MICRO, HEADERCFfP,) PROV. 2 - I 3/4" X 11 G,P. MICRO BEAM PROV, 3 - I 3/4" X 9 1/2" LVL. G,P, MICRO (TYPICAL) /4" X 9 1/2" CONT, EACH WINDOW (TY'PICAL ALL) 2 - I 3/4" X 9 1/2" CONT, LVL MICRO (TYPICAL ALL) PROV 2 - I 3 G,P, MICRO SEAM RTL. COL. BOLT TO RTL, BM. ABOVE, (TYP, 4 SIDER) PROV, RTRUCTURAL STEEL PROVIDE 2 - B 1/2" WI 40 BELOW PARTITION, BLOCK AS REC. LAM. LVL HEADER(TYP,) - I 3/4" X 9 1/2" CONT. HDR, ABOVE EACH WINDOW ('rYPICAL ALL) SECOND FL. DECK FRAMING PLAN NOTE: C~RAC T O R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DP~WINGS/$PECIFICATIONS, ) T SEC."B" SEC."B" ) ROOF FRAMING PLAN ITHIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED. ) T SEC,"B" PROV, ROOF KRICKET PROV. ALL NECESSARY FLASHING PROV, I - I 3/4" X 11 7/8" LVL RIDGE BEAM (TYPICAL) PROV. 3 - 1 3/4" X 9 1/2" LVL B.P. MICRO (1YPICAL) PROV, 2-1 'LVL MICRO BEAM (TYPICAL) PROV. I - 1 3/4" X 11 7/8" LVL MICRO RIDGE BEAM (TY~-') PROV, "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP, ALL AREAS) OVER 15 LB. FELT, (COLOR T,B.D,) PROV, "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BO~FOM EDGE DP ROOF UP 2'-0" CTYPICAL) ALL ROOF SECTIONS) ~ SEC.'B" ) ROOF PLAN THIS DRAWING IR FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED. NOTE: ~ INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING. OFFICE SET 8.28.09 rT'l 'i ~ rO 0 Z 0 A-1.1 SIMPSON HL35 ANGLE BRACKET DBL. MICROLLAM RIDGE KANT-SAG LSTI22 OR STRAP 10d X 1 1/2 FASTENER 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER). PROV. DEL. 2" X 6" ACC SILL plaTE (TYP,) ~ 10" P. CONC FOUNDATIONADE~~ WALL. pIROV. MIN. 8,4 FDN. EXPOSLJRE ABOVE FIN, GRADE (TYP. AL[L AREAS) PROV. V~/ATER BARRIER BETWEEN / ]~ j FOUNDATION WALL & ACC. RIM JOIST. :.2 PROV, 2 CONTINUOUS ¢ 4 ~ ~ RE-BAR. (TYp. ALL AREAS) I SCREW THROUGH FLANGE aMIL WALL SHEATHIN (3) 2"X 10" WINDOW HEADER ~. JACK STUDS STUD DN OF WALL G TO WINDOW DF WALL O 2"X 6" STUDS CORNER CONNECTION (EXAMPLE) CONNECTION OF RIGDE BEAM TO ROOF RAFTER (EXAMPLE) FOUNDATION DETAIL PLATE TO FOUNDATION (EXAMPLE) TRUSS/RAFTER ~ TOP PLATE (RPS4) TRUSS BRACING -- (UTS12) CONTRACTOR'S NO"I-E: AP--FEB DEMOLITION. THE CONTRACTOR MUST INSPECT THE~ EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWVING FIELD CONDITIONS: 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THA'~-DIFFER FROM THE CONSTRUCTION FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. 2. ROOFED OR CRACKED EXISTING FLOOR JOIST, CEILING J(OIST, WOOD STUDS OR SHEATHING. A DETERMINATJON WILL BE MADE AS TO THEIR REPLACEMENT. 5. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM TRtE PLANS ROOF SHINGLES OVER 15 LB ( LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL} ALL ROOF SECTIONS). X- BRACING (EXAMPLE) CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) PROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). R - 38 HIGHI DENSITY FOIL FACE INSULATIOhN. (TYP. ALL AREAS) PROV. 5 PLY'WD. SHEATH. ALL ROOF AREAS). 2" X 10" R.R. ~ 16" O.C. - {TYP. ALL AREAS U,O.N.) - STUD TO STUD (CSlE) 1 Od NAILS OR 16d SINKERS 3" O.C. VERTICAL STRONG-WALL SHEARWALL PICAL AT ~r'OFH CORNER) - STUD TO BAND JOIST (CS16) - HEADER ANCHORAGE (LSTA1 S) PRE-A~FAGH ED PHD6 WITH SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBPS) 11 7/84' BOX BEAM USING USP SEARING PLATE FASTENERS (HBPS/LBPS) BILL PLATE TO -- FOUNDATION (BP) PROV, METAL FLASHING AT ALL WINDOW SILLS, (TYP, ALL LOCATIONS) METAL FASTENER SCHEDULE ~,'~11"k~ (EXAMPLE) (ALL STRAPING TO BE @ 16" C.C.) WALL BTU D -- WALL STUD BO%FOM pLATE BAND JOIST PROV. CONC. TAPERED CAP & FIN. FLUE CAPS. FLASH AS REQUIRED, PROV. CONT. 1 FIBERSTRONG" RIM ED. EX, AREAS OF FDN. OPG. PROVIDE WATER BARRIER BETWEEN FOUND, WALL & RIM JOIST. (TYP. ALL AREAS) PROV. 5/4" X 8" "AZEK" FASCIA FILL ALL NAIL HOLES AN D APPLY 2 COATS "BENJAMIN-MOOIRE' PAINT OS APP ED. (TYP. BOTH SIDES) PROV. SOFFIT W/SCREENED 1 SPRAY RAFTERS ABOVE W/BLACK PAINT. (TYPICAL ALL AR~-~.S) PROVIDE 6" EXPOSURE - "CEDAR IMPRESSIONs B~" ~'~ERT.~INTE ED" OR APPROVED EQUAL. PROV. DBL. 2" x 6" SILL P BROUS INSULATION (TYP. PERIM~ETERS) FIN. G SADE (TYP.. ALL) 2" X-lO~' C.J. ~15" C.C. 2" X 10" F,J. ( 1 0' 1 PROV, - 'q~fVEK DRAIN WRAP"' (TYP, DR WALL SURFACES.) 2" X 6" WOOD STUDS W/1/2" CDX SHEATHING. (TYPICAL) R - 21 HIGH DENSITY FOIL FACE PROV. 2" X I Oar C,J. @16" O,C, {TYP ALL) r 'GYP. ED. ALL & CEILINGS 0YP ) 116" O.C. (T~P. ALL) TREADS AND CLEAR PINE RISERS. PROV. 6"X6" DETAILED POSTS AND 2" X 2" FORMED . OAK RAILING PROV. PLY. SHEATHING ALL PERIMETERS) ( 114" HEADER CI'YPICAL~ 5" WHITE ALUMINUM GUTTER AND LEADERS, (TYPICAL ALL AREAS). PROV. AZEK" IIEZE ED. FILL ALL NA,IL HOLES AND APPLY 2 COATS "BEi'4JAMIN-MOORE" PAINT OR APP. ED,. (TY'p. BOTH SIDES) PROVIDE: 7/8" GP LVL MICRO HEA~)ER (TYp. ALL AREAS) PROVIDE 3 - 1 GIRDER. LAG BOLT T STL. COL. BELOW, (TYPICAL PROVIDE STRUCT. STEEL C~)I LAG BOLT TO GIRDER ABOVE (TYPICAL ALL) I '~ PROVIDE 4" CONC. SLAS 2"X8"' HEADERS FOUND, WALL EVERY S" )16" O,C. PROV. CONT I 1/8" X 9 1/2" "GP - & RIM JOIST. (TYP. ALL AREAS) FOUNDATION WALL & RIM JOIST. 3' MIN EXISTING CONC. WALLS TO REMAIN G.C. TO INSPECT AND NOTIFY ARCHITECT OF STRUCTURAL PROBLEMS SET ON UNDISTURBED SOIL. TWO- MEMBER FLOOR SLfPPORT BEAM FRAMING SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. - CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL TO FLOOR FRAMING. ~A-57 (EXAMPLE) SECTION A-A CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST MINUS 1/2" 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST //"D4~ (EXAMPLE) ROOF TRUSS SHEATING TO TOP PLATE, DOUBLE STUDS TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD. 2" X 5" BLOCKING (2) 2" X 4~' TOP PLATE ~ '~'"~ 2" X 10" RAFTER RAFTER BRACING UTS12 STRAP WITH (7) 10d X I 1/2 FASTENER TO STUD AND RAFTER. BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) STUD HEADER CONNECTION OF WINDOW HEADER TO EXTERIOR WALL. STA1S STRAP WITH (12) 10d FASTENER. JACK STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) ST FRAMING TWO- MEMBER FLOOR SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12 STRAP WITH (12) 10d X I 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING/~D9~% TO SUPPORT BEAM. ~ A-5 ) (EXAMPLE) ~ CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OB GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWIN GS/SPEDIFICATIONS NOTE: G.C. SHALL VERIFY THAT THE HEIGRT OF THE STRUCTURE SHALL NOT EXCEED DB'-0' AT MIDPOINT OF TOP PITCHED ROOF. NOTIFY ARCH. OF ANY CHANGES. OFFICE SET 8.28.09 LLI SCALEi 1/4"=1 '0" DWG, NAME: BUILD~NG SECTION. DWG. NO.: A-3 ,~-TOP OF 2ND FL C.~. TOP OF SECOND FL WINDOWS 8' 24'-8" IF SECOND FL 1' ST FL, WINDOW PROV, 10" W,"ROUND" FIBERGLAS STRUCTURAL TAPERED COLUMN PROV. I'IPE" IRONWOOD DECKING 5/4~' X 6" W, (TYPICAL ALL DECKS). er FIN. GRADE (T'CP, ALL) SOUTH EAST ELEVATION PROV. 1 O" W,"ROUND" FIBERGLAS STRUCTURALTAPERED COLUMN 5/4" X 6" W PROV, "LIFETIME" "GA~" ASPHALT ROOF SHINGLES (TYP, ALL AREAS) OVER 15 LB, FELT, COLOR T,B,D0 PROV, '~WEATHERWATCH' UNDER- LAYMENT ALONG ENTIRE BO3q-OM EDGE OF ROOF UP 2'-0'1 (T~PICAL) ALL ROOF SECTIONS), PROV. 5/4II X 10I' IIAZEK" TRIM W/2 1/2II 'IAZEK'1 UPPER CROWN AND 1 1/2" LOWER CROWN (TYPICAL ALL) 24'-8" pROV, 5/4" X 6" ~'AZEK" WINDOW Cl'YP. ALL AREAS) TOP OF RIDGE )F 2ND FL, C.J. 1NDOWS SECOND FL, 1' _~Z_o %oF F_~.S_~ %w,?ow 8' NORTH W,EST ELEVATION NORTH EAST ELEVATION i j SOUTH WEST ELEV,'ATION "AZEK" CORNER (TYPICAL ALL AREAS), 'FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ, CFr'P, ALL AREAS) IEAS OVER 1S LB. FELT, (COLOR T,B.D. PROV ~'WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), PROV, 5 6" "AZEK" WINDOW BACK BAND, (~YP. ALL AREAS) OFFICE SET 8.28.09 mil LU Z mm A-4 SCALE: 1/4" = 1 '0" DWG, NAME: PROPOSED BUILDING ELEVATIONS DWG, NO.: GENERAL NOTES I FAMILY DETACHED DWELLING ZONE 116 HEATING DAYS = 5750 COINCIDENT WET-BULB TEMP. = 73 SUMM~ER DESIGN DRY-BULB TEMP. = 83 WINTER DESIGN DRY-BULB TEMP. = 6 GLAZING "U" FACTOR = 0.45 CEILING "R"VALUE = 0.43 EXTERIOR WALL R VALUE = 0,48 FLOOR ~R'~ VALUE = 0.45 TOTAL EXTERIOR WALL SQ.FT. = 5~548 SQ.FT. TOTAL WINDOW SQ,FT. 607 SQ.FT. MINIMUM EQUIPMENT PERFORMANCE GE,NERAL FLOOR PLAN NOTES 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT. AND SAND (3-COATS). 3~ WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8'~, FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS & CEILING, MANUFACTURED LUMBER REQ. 2 LAYERS OF 5/5" FIRE RATED GYPSUM BOARD 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONG. BD. OB APP. EQ. GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6~, TO BE STUD GRADE OF BE%FER 16" O.C., ALL OTHER FRAMING MATERIAL TO BE ¢2 DOUGLAS FIR OR BE~ER. 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O,C. FOR ALL DI~MENSIONAL LUMBER FLOOR JOISTS. E. FLOOR CONSTRUCTION: 3/4" T. & G. FLY'HOOD SUBFLOOR FINISHED MAT,ERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYYVOOD TO FLOOR JOISTS. ' 6. ALL WINDOW AND DR, HDRS. TO BE MIN. (2) 2uXl0" UNLESS OTHERWISE SPECIFIED. ALL IHT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 8. ALL BUS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GRADE FLY,HOOD. PLYVVOOD TO SPAN OVER ALL PLATES AND HEADERS. 11 . PROVIDE INSULATION BAFFLES AT EAVE VENTS BESNEEN RAFTER. GENERAL ELEVATION NOTES 1, EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BET~NEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~rlC VENTILATION & ROOF VENTS, 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS, GENERAL PLUMBING NOTES 1 , PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 2. IF WALL PLATES OR JOISTS ARE OUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT. PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES. GENERAL HVAC SYSTEM NOTES 1. MECHANICAL SUB6ONTRAOTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETy REQUIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH ~,~E EQUIPMENT SUPPLIER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAI~CONTRACTOR, OWNER. AND EQUIPMENT SUPPLIER FOR FINAL REV~W,AND APPROVAL. EMERGENCY E_ APE/RESCUE OPENINGS ~CT. R310 , NIMUM OF ONE EMERGEN~ I MI bEUAPE AND RESCUE OPENING 5 MIN NET CLEAR OPENING SILL HT OATED BELOW ADJ GROUND ~/IND~W WELL REQ ALLOW FOR D~?,~ WINDOW TO BE FULL P ELEV. 6. EULKHRAD ENCLOSURES ARE REL~SABLE OR REM¢~EABL % WITHOUT USE OF K~, PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (VVlNDOW AREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM ¢IAXIMUM HEATING ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR 3ASEMENT WALL SLAB PERIMETER DRAWL SPACE U-FACTOR R-VALUE ~-VALUE R-VALUE R-VALUE R-VALUE & DEPTH ¢VALL R-VALUE ZONE 116 6750 0,45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES; DESCRIPTION R-VALUE R-VALUE B' P.CONC. FNDN. WALL ON TOP OF WALL TYPE I 10" P.CONC. 9' H. R - 10 R - 10 A CONT. FOOTING. WALL TYPE 2 2"X6" W.D.STUD R.21 R-21 2u X 6" WOOD STUD WALL WITH 1/2 CDX ply WD. HALL ~YPE S 2"X¢ W.D.STUD R-15 R-15 ? X 4'~ WOOD STUD WALL WITH 1/2. Gyp. BD. ROOF TYPE 2" X 12~ DOUG FIR R - 38 R - 38 ~AF TIMBEF~LINE LIFETIME ROOF SHINGLE. CEILING TYPE 3/4" X 11 7/8" R- 21 N/R I 3/4" X 11 7/8" TGI PRO. 560 F.d. @ 16" O.C. SLAB 4" ECONO. R - 9,2 R - 9,2 4" P.CONC.~SLAB ON COMP FILL NAILING SCI IEDUILE PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTEiNING SPACING NO COMIV~ON RAFTER TO TOP PLATE (TOE-NAILED}@16" C.C. 3 8dl PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8[B EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-161D EACH END TOP PLATE TO TOP PLATE (FACE-HALED) 2-16~D PER FOOT TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-161D JOINTS-EACH SIDE 10 STUB TO STUD (FACE-NAILED) 2-161D 24" O,C. I HEADER TO HEADER (FACE-NAILED) 16D~ 16" O.C. ALONG EDGES 2 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-161D PER 2 X 4 STUD 3 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-160 PER FOOT 4 JOIST TO SILL, TOP PLATE OR GIRDER (~OE-NAILED} 4-1613 PER JOIST 5 BRIDGING TO JOIST (TOE-NAILED) 2-8E) EACH END 6 BRIDGING TO JOIST (TOE-NAILED) 2-8E) EACH END 7 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16[D EACH BLOCK 8 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16[B EACH JOIST 9 JOIST ON LEDGER TO BEAM (TOE-HALED) 3-8E~ PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16EB PER JOIST 21 BAND JOIST TO Sill OR TOP PLATE (TOE-NAILED) 2-16[3 PER FOOT 23 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10iI OR WIDER $6D) PER SUPPORT 24 GYPSUM WALLBOARD 5D CooILERS 7" EDGE/10" FIELD 26 FIBERBOARD PANELS 7/16" CD 3~ EDGE/6~' FIELD 25/32" 8D S" EDGE/6" Field 27 GYPSUM WALLBOARD 5D CooLLERS 7" EDGE/10" FIELD 30 DIAGONAL BOARD SHEATHING I CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 2 (RESIDENTIAL CODE OF NEW YORK) GROUNE WIND SEISMIC SUBJECT TO DAMAGE FROM~'~ WINTER ICE SHIELD SNOW DESIGN FLOOD FROST LINE DESIGN UNDERLAY LOAD SPEED (MPF CATEGORY NEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED HAZARD LOAD BEARING VALUE OF MODERAT V1AP¢361030166 G EXPOSURE SOIL 3.000 PSF TO SLIGHTLY TO ZONE 11B 45 PSF CATEGORY "B' "B" "SEVERE" 12" FOOTINGS 120 MPH HEAW MODERATE = 11" YES EFFECTIVE DATE: USE-16" MAY 4TH 1998 =LOORS, WALLS, AND CEILINGS OVER OUTSIDE AiR. DESCRIPTION NSULATIOh I FLOORS AND FOUNDATIONS NSUL. NSUL R IU-FAOTOR OR AREA OR DESCRIPTION )EPTF =ACTOR R-FACTOR X PERIME~R = U~ BASEMENT WALL 2'-0" R-10 0.56 2,084 SQ,.FT. 1,167 CRAWL SPACE 2L0'' R-19 0.56 N/A UNHEATED SLAB 4" R-4.5 N/A 2.377 GQ.FT. N/A TOTAL PROPOSED "UA" 1,167 WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U- FACTOR X AREA = UA WALL R-21 Uo=0,14 4337 SQ.FT. 774 WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT 250 DOOR N/A 0.35 481 SQ,FT. 168 TOTAL AREA 5530 SQ.FT. DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION DESIGN CRITERIA · 09.6..1 (1) MAIN WINDFORCB-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL Li. OADS VELOCITY DIRECTION ANGLE END ZONE INTESIOF -~ONE END ZONE iNTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF WINDWARD LEEWARD WlNDWARE LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 30°<ANGLE < 45° 25.7 175 20.4 14.0 9.9 -16.6 8.6 120 -- -13.4 -11.6 -13.0 23.7 ALL ANGLES 22.8 -11.9 15.1 -7,0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS USE MINIMUM PROPOSED KITCHEN DINING RM. GREAT RM. REQUIRED 7O GQ.FT. 70 SQ.FT. 70 GQ,FT. 3O GQ. FT. LAUNDRY RM. 70 GQ.FT. FOYER N/R BATH ¢2 30 SO.ET. STORAGE N/R BATH ¢3 30 SQ.FT. STUDY 50 SQ.FT MINIMUM BEQ'D, PROPOSED FURRED 1 ST. FLOOR SLOPE HT/ FURRED HT, 2ND FLOOR M, BEDROOM 70 SQ ,F*T~, 328 SQ.BT, 6~"6ii 7'-6'I N/R 8,_0i, BEDROOM # 70 SQ,FT. 223 GQ.FT. 5' 7'-6" N/R 9'-0" HALL/FOYER N/R 312 SQ. FT. BATH #5 30 SQ,FT. 73 SQ.FT LINEN CLOSE N/R 22 SQ.FT. BATH ¢4 N/R 52 SQ.FT. GUEST BED. 70 GQ, FT. 287 SQ.FT. N/R N/R N/R 9'-0" N/R 9'-0" S.F. OF AREA INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SQ.FT, OF LITE/GQ.FT. NET GLAZED OPENABLE AREA - AREA % VENT/SO.FT. · ~ 1 ST. FLOOR KITCHEN 70 iQ.ET. I 141 SO.FT, 15% 188 SQ FT. 21% DINING RM. GREAT RM. 70 SQ. FT. 70 SQ. FT. BATH #1 30 SO.FT. 9 SQ.FT. 15% LAUNDRY RM. 70 SQ.FT. 26 GQ.FT. 235% FOYER N/R 17 SQ.FT. 14% BATH #2 30 SQ.FT 6 SQ.FT. STORAGE N/R 10 SQ.F~. 14% 2ND FLOOR 34% 62 SO.ET, 23% 176 GQ.FT. 26% 4.5 SQ.FT 20% 30 SQ.FT. M. CLOSET I N/R 5 SQ.FT. 5% M. CLOSET 2 N/R 5 GQ.FT. 5% HALL/FOYER N/R 45 GQ. FT. 7% BATH #5 30 SQ.F~. 15 SQ.FT. 8% LINEN CLOSE N/R 5 SQ.FT. 9% BATH #4 GUEST BED. N/R 70 SQ FT. 20 SQ. FT, 33% 73 SQ.FT, 15% 17 SQ.FT. 14% 17 SQ.FT 23% 2O GQ,FT. 12% 2 GQ.FT. 12% 2 GQ.F] 14% 23 GQ. FT 23% 2 SQ.FT. 38% 10 GQ. FT. 30% 62 SQ.FT. 19% 22% OFFICE SET 8.28.09 LU LU Z m Z 0 A-5 DWG, NO.: SCALE: 1/4" = 1 '0" DWG. NAME: ENERGY CALCULATIONS FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION 110 120 OF (FT.) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) 20 206 ~* 681 291 681 SILL PLATE TO 24 260 358 FOUNDATION (CRAWL SPACE 2 28 314 ~. 426 OR BASEMENT) CODES. 24 208 '~1 S 421 291 254 421 WALL BOqq'Q M PLATE TO 28 260 ~ 358 FOUNDATION 3LAB-ON-GRADE 2 32 314 426 3B sss N '~ 422 561 U = CONNECTOR UPLIFT LOAD, L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) * ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). = TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, a TABULATED SH~,R CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUOT, SHEATHING ATFACHED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3. ] (AMERICAN FOREST & PAPER ASSOCIATION 110 120 SPACING (IN.) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS) 12 341 %284 280 427 839 280 1S 24 SS0 i ~ 726 28 660 826 36 820 I % 1027 U4 = CONNECTOR UPLIFT LOAD, b4 = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) (2/3 x 15 PSF). BE MULTIPLIED BY 0.70 AND 0 35, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO REDUCED BY 66 PLF (2/3 X 100 PLF} FOR EACH FULL WALL ABOVE. TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3,3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS IFASTEST-MILE WIND ~SPEED (MPH) RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT CEILING JOIST SPACING (IN,) (FT.) SPACING (IN.) HOD BOX NAILS CAN BE SUBSTITUTED FOR 8D COMMON NAILS. ~'WHEN CEILING JOISTS ARE INSTALLED PARALLEL ~ro RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. · TO AVOID SPLI~FING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN LA, SIDE OF A RAFTER OR CLG, JOIST WHEN FASTIENED TO A 2 X6 TOP PL. UPLIFT STRAP CONNECTION REQ, {ROOF-TO-WALL WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,3B ALT, TO TABLE 3,13 (AMERICAN FOREST I & PAPER ASSOC,) 110 120 FRAMING SPACING ROOF SPAN NUMBER OF 8D COIMMON (IN.) (FT,) NAILS END OF 1-1/,~" X 20 GAGE STRAP 16 3 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEEO (MPH) (MPH} 90I 10011101120 901100I 110I 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN,) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 SS 3~ 19 28 WALL pLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6~ 36 57 U CONNECTOR UPLIFT LOAD. L ~ CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) ~ANCHORAGE REQL!!RBD TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ANCNOR BOLT SPA~INGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF), ~ ANCHOR BOLT SPAC*~NGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O,O, (731 PLF) BUILT IN ACCORDANCE WI"'~ SECTION 3 4 4 %~oRRBDOALNTo~,.~/~SCBT~,(~DS~)4N, 4r,MAXiMU M__ ________~__ ..-,..-- SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT SILL OR BQTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT F~SORIPTIVE DESIGN TABLE 3,2B ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED~ (MPH) (MPH) soI 10o r 11oI 120 acI 100I 110 I 12_~0 ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT SPACING (IN.) SPACING (IN,) SILL pLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) L3 STORIES 72 72 72 72 72 72 72 72 WALL pLATE TO FOUNDATION ~ STORIES (SLAB.ON-GRADE) 40 33 28 25 51 42 36 iNOTE' 3 CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONS, OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, TO A 2 X 6TOP PLATE. -+l ----4" --.--- I-~--4"  - WALL -- WALL / WALL ,, /-- WALL 24" CLEAR,ANCE 'IN FRONT OF OPNG, CLEARANCE -----2" //WALL TOILET, BATH AND SHOWER SPACED SCALE: 1'=1/2" /-- WALL TOILET, BATH AND SHOWER SPACED SCALE: ,2,, 1' = 1/2" PLUMBING RISER DIAGRAM 21" LEARANCE N.T.S. 4" TRAP FIRST FLOOR OFFICF SET 8.28.09 ~-- WALL ',6N~ii,~ < < ~ o 1/4" = 1 '0" PLUMBING RISER DIAGRAM GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL'FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2, BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES DP ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. TEE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES, 6, THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT, GEN'L- CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES OLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED, 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK, 9, DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HDR, JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S, FOR SIZES, 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 OONST, GRADE OR ED, NOTE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN, ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA ) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE, CONSTRUCTION LEGEND I//ff//¢/J NEW EXTERIOR PARTITION - 2" X S" WOOD STUD WALL W/1/2" ODX PLYWOOD. EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), PROV. 5" EXPOSURE VINYL "CEDAR IMPRESSIONS" BY CERTAINTEED OR APP. ED, (TYPICAL ALL AREAS). ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. g//[///~/I NEW ~INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP, ED, SCREWED/TAPED BOTH SIDES, INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOW8 8" SQUARE POPLAR BASE W/OGEE "ROUTE", ALL WINDOWS W/DO'I-rOM SILL, U,O,N PROVIDE MOISTURE RESISTANT GYP, ED, (GREEN ED,) 'FOR ALL BATHROOM WALLS AND CLGS, PROVIDE CEMENT WALL ED, FOR ALL AREA RECEIVING TILE, INCLUDING FLOODS, INTERIOR PAINT- TO BE aBENJAMIN MOORE" U,O,N,, ONE COAT PRIME & TWO COAT8 SATIN FINISH (COLORS T,B,D, BY OWNER) U,O,N, ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE ADDITIVE, tS~J HARDWOOD FLOORING - ~¢1 RED OAK 2 1/4"W,,1SLB, FELT UNDERLAY. FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND), SUB-FLOOR - 3/4" THICK PLYVVOOD GLUED AND NAILED SUB-FLOOR - ADDITIONAL 1/2" CEMENT FLOOR BOARD (TILE AREAS), IGPTI CARPET TO BE SELECTED AND PURCHASED BY OWNER. TILE LEGEND ~ 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 45" TO BE INSTALLED OVER 1/2" CEMENT BOARD, U.O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ~ 6" X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP, EQUAL, TILE BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. INSULATION NOTES NEW EXTERIOR WALLS: INSULATION BY ICERTAINTEED~ OR APPROVED EQUAL. AC/HEATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ONE "BIASI" 5 SECTION CAST IRON BOILER WITH RfALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV. 8" CIA, '~ZERO CLEARANCE" FLUE ONE VAUGHN 70 GAL, INDIRECT HOT WATER HEA'PER, UNLESS OTHERWISE NOTED. ALL INECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, TWO 'RUDD' (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED TWO "RUUD" (SIZE TONAGE AS REQUIRED) 1S SEER CONDENSORS ~UNLESS OTHERWISE NOTED. TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM, ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N.Y.B,F.U, AND A CERTIFICATE PROM THE 'M.Y,S,F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THIE JOB, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CON'rRAOTOR, ALL SWITCHES AND RECEPTACLES TO BE ~LUTRON', ~DECORA" COLLOP T.B.D. RECESSED DOWNLIGHTS TO BE '~LIGHTOLIER" OR APP, 'ED, TRIM - 1WHITE, NOTE: CONTRACTOR SHALL,PROVIDE DIMMER SWITCHES FOR ALL- RECESS. DOWNLIGHTS, VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CILIENT, DUPLEX ELECTRICAL RECEPTACLE ~DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE ¢¢s0 DUPLEX SEPARATE CIRCUIT R'ECEPTACLE rcm DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT ~f~FL DUPLEX FLUSH FLOOR ELECTRICAL~RECEPTACLE $ WALL SWITCH Sa 3-WAY WALL SWITCH 4-WAY WALL SWITCH SDs RECESSED BOOR AOTIVATEG SWlTC'H RECESSED DOWNLIGBT (10OW) ' LIGHTOLIEB" OR APP. ~ RECESSED DOWNLIGHT (100W) LIGHTOLIER" OR ,~PP, ED, E)CFERiOR ~b JUNCTION BOX CEILING MOUNTED ~a ,JUNCTION BOX WALL MOUNTED ~ WALLMCUNTED DUAL SPOTLIGHT NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/L-IGHT WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OVNNER, ~'EF MOUNTED JUNCTION BOX FOR RECESSED EXHJAUST NEW CEILING FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN' HEAVY DUT"Y UNIT OR APP, EQUAL. <it NEW TELEPHONE RECEPTACLE <]o NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTR*OL BOX) <]ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL- BOX) OSD SMOKE/CARSON MONOXIDE DETECTOR' TO BE WIRED TO CE;NTRAL CONTROL BOX. [IDB NEW DOORBELL JOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S,C NOTE' PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T,B,D, THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: BOILER, HOT WATER HTR., BEFRIG., KITCHEN DH. LTS, & FOYER LT. PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENT NIG AS INDICATED ON CONSTRUCTION PLANS, FOLLOWALL NEOESS/ARY N,Y.S, AND LOCAL ,P, LUMBING CODES THAT APPLY TO WORK Tl'O BE COMPLETED, PROVtDE ALL NECESSARY DRAIN VALVES FOR WINTERIZATION, REF. TO CONSTRUCTION PLANS FOR FIXTUR~E TYPES, ALL WASte L NEB ARE TO BE NBULATED WITH SOUND ATTENIUAT NG INSULATION (TYP. ALL AREAS) '.B FROW E - OST PREE HOSE S,BB ~S SHOWEF~ HEAL (FROST FREE SHOWER BODY) ~ GAS LINE ~FOR: BBC, DRYER & O~VEN: GAS TANK LOCATION AS NOTED ON SITE SURVEy, WITHIN THE INNER GRASS AREA OF THE CIRCULAR DRIVEWAY. NOTIFY OWNER IN CASE DP RELOCATION. ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH BOUND ATTENUATING INSULATION. CCYP. ALL) OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: SINKS, TOILETS, TUBS, ~FAUCETS, TUB FIXT., & SHOWER CONTROLS, FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES OF EIXTURES SELECTED. ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER, ~UNLESS OTHERWISE SPECIFIED BY OWNER DEMOLITION LEGEND ........... EXISTING EXTERIOR WALL ........... JTO BE REMOVED EXISTING DOOR/WINDOW TO B'E REMOVED NORTH EAST ~ELEVATIION DOOR SCHEDULF FIRST FLOOR- EXTERIOR DOORS - ANDERSEN FIRST FLOOR- ,INTERIOR DOORS - aJELD-WEN" "CAMBRIDGE SERIES" DOOR ¢ WIDTH: I REIGH~ DOOR MAUL. OPERATION: LOCATION: (~ T.B.D, T.B,D. T,B.D, LEFT ENTRANCE INTERIOR/EXTERIOR TRI M: INTERIOR WindsorONE CLASSIC COLONIAL BASE MOLDING: WOBM001 WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO OBDER. WINDOW & DOOR CASING: WOMB001 ~ WOOS001 CROWN MOLDING; WOCM001 - VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE, ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED, EXTERIOR AZEK TRIMBOARD WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK CORNER BOARD TRIM: 5/4" X 8" ,AZEK FREEZE BOARD: 5/4" X 6" AZEK FASCIA TRIM: 5/4" X 8" V, LF. AZEK SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE WITH OWNER PRIOR TO PURCHASE. REFER TO A,1 WINDOW & DOOR SCHEDULES FOR PANELILOCATIONS, 6'-0" < PANEL 6'-0" < PANEL 2'-0" "~-PAN'EL ALTERNATIVE FOR OPNG. PROT ECTION WOOD STRUCTURAL PANELSWIT,H ~ MINIMUM THICKNESS OF 7/18Il TVVO STORY BUILDINGS, PANELS i SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A~FACHMENT HARDWARE PROVIDED. {HLhbH TO SECTION 1609.1.4 ADD 1809,6.5 AND TABLE 1809,1.4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE PCB WOOD STRUCTRAL PANELS :ASTENER TYPE PANEL SPAN 2'-0"< PANEL 4~-0" < PANEL 81-0I' ~:~ PANEL 1 WIN,DOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO, OPENING OPENING QUANTITY MISC, NOTFR WIDTH HEIGHT ~ WDH 2442- 2W 51-0 3/4II 4I-4 7/8" 4 DiH. ~ WDH 2032- 2W 4'-4 3/4" 3'-4 7/8" I D,h (~ WDH 2442- 3W 7I-7 3/S~I 4I-4 7/8" 1 D,IH. PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILETS: OlMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA SINKS: THOREAU UNDEROOUNTER LAVATORY - K-2807-4U SINK FAUCETS: FORTE WlDESPSEAD LAV. FAUCET - K-10272-48 SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGIE - K-10827- PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE lUST: KITCHEN SINK: UNDERTONE - K-$183 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. PANEL LEGEND (REFER TO TABLE 1609,1,4) REP, TYPE AND ¢ OF SCREWS PANEL SIZE WIDTH I HEIGHT QTY, :1,'-10" 2L10" X S'-8" QTY- 4 QTY- 4 (2) 8'--8Ii X 51.4[' NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR T.O ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS, DRAWING LIST A-N A-D A-0 A-1 A-1.1 A-3 A-4 A-5 A-6 DRAWING INOTES/PANEL PLAN DEMOLITION PLAN FOUND./1 ST FL, DECK FRAME PLAN FLOOR CONSTRUCTION PLANS 2ND FL. DECK FRAMING/ROOF FRAMING/ROOF PLANS BUILDIING SECTIONS BUILDING ELEVATIONS PLMB. RISER DIAG,/NAILING SOHED. ENERGY CALCULATIONS CON,, :LY V'qrFi ALL CODES OF NEW YOF,I< STt, i ~ & TOWN CODES AS RECUr. RED AN~, COIqD!TIONS OF V SOUTHOLD T0~"~¢ ZB& SOUTH 3'_7 TOWN P"~Nf4[NG BOARD SOOTHOLD TOW,~ TRUSTEES NY.S, DEC COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION 80UTHOLD TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION A L CON~lh ~.. I I~N oHALL MEET THE REQUIREMENTS OF THE CODEo 0F Nb~a, .inks ATE. .... ~ c :otv rENT BEFORE ~ , ,,UA TE OF OCCUPANCY ,, !)ER USED IN WATEFI ~ I ':,'-~LYSYSTEMCANNOT E_ACEED 2/10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE · WATER UNES NEED TE~rlI~'BEFORE COVERING RETAIN STORN1 WATER RUNOFF PURSUANT TO CFtAPTER 236 OF THE TOWN CODE, OCCUPANC¥OR USEISUNLAWFUL W!THOUT CERTIFICATE OF OCCUPANCY NOTIFy BUfLDIND DEF'qRTMENT AT 765-1802 8AM TO 4PM FOR TRE I, FOUNDAT~0N . TWO REQUIRED FOR POURED CONCRETE 3. INSULATION 4. FINAL - CONS~RUCT[0N MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS 0F THE CODES 0F NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN 0R CONSTRUCTION ERRORS CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. :U~ERWR~RS ¢.,EIT'flf:ICA1E OFFICE SET 8.28.09 6 AS NOTED DWG. NAME: IDRAWlNG NOTES DWG. NO.: A-N CONTRACTOR'S NOTE: AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THIE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD CONDITIONS, 1, ORIENTA'PlON OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION FRAMING pLANS, MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED, 2, ROil'ED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING, A DETERMINATION WILL BE MADE AS TO THEIR REPLACEMENT. S. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE ~PLANS. DEMOLITION LEGEND EXISTING EXTERIOR WALL ITC BE REMOVED EXISTING DOOR/WINDOW TO BE REMAIN, EXISTING DOOR/VVINDOW TO BE REMOVED. INOTE' O~'RAOTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DJPFER FROM THE CONSTRUCT, B RAWIN CS/SPECIFICATIONS, REMOVE EXIST, ROOF SHIINGLES, XSHEATHING & ALL ROOF FRAMING. REMOVE EXIST, CEILING JOISTS & PROTECT EXIST,SPACE lEE[LOW, REMOVE EXISTING ELEC, I PANEL, PROVIDE TEMP, I I ELEC. POLE ~ ,,~ ,,, ~,~ 2~'~" 22'-4" , ? % FIRST FILOOR PILAN SE'COED FLOOR PLAN HOUSE - 493 SQ. FT. HOUSE - 493 SQ. FT. SUlNROOM - 157 SQ. FT. [I NORTH, EAST IELEVATION REMOVE EXIST. ROOF SHINGLES lNG & ALL F REMOVE EXIST, CEILING JOISTS PROTECT EXIST,SPACE ~BE LOW, EXIST. SIDING WINDOWS & TR M AS NOTED, CHECK FOR Af+4Y ROlq-ED SHEATH,NG & REPLACE -L EZZZZZZZ--~ 20' REMOVE EXIST. ROOF SHINGLES, XSHIEATHING & ALL ROOF FRAMING, REMOVE EXIST, CEILING JOISTS & PROTECT EXIST, SPACE BELOW, ............................................... t' SOUTH EAST ELEVATION NORTH WEST ELEVATION SOUTH WEST ELEVATION III Q A-D EXIST, FOUNDATION WALL TO REMAIN, PROV, 8" X 16" ADJUS VENTS (TYPICAL ALL) EXIST. FOUNDATION TO PROV, E/8" DIA. X 18" L, STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 32'10,C, @ 1'-0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) 10' 4" P, CONC. SLAB. PROV. 2' DEEP WINDOW WELL STONE GRAVEL TO SAND P, OONC. sLA,'L.r J I ii / 3~ CRAWL SPACE tT,, PROVI[ 3~-0'' W, X 3-0 H. ACOESL~ INSUL HINGED DOOR, WALL t~FYP,) 2'-0" W. X 1'-0" D, P, FOUN£ TO REMAIN, ABOVE. (TYp, BOTH SIDES) ACCESS OPENING & INSUL. HINGED DOOR, (TYP. ALL) ~,~--_/ ............................. PROV. 2' DEEP WINDOW WELL FOR STONE GRAVEL TO SAND X16"ADJUSTABLE ITC REMAIN, 4", P. CONC SLAB, 3 CRAWL SPACE VERIFY OF WALL, PROPOSED WALL TO MATCH LINE OF EXISTING WOOD STRUCTURE FOUNDATION PLAN PROV. 2" X 10" A,C,Q, RIM BOARD W/3/4" "AZEK" TRIM (TYP,) DBL, 2" X 10" ACC. GIRDER @16" O,C. (TYP,) PROV. 2" X 10II A.C,Q. RIM W/8/4" I'AZE K" TRIiM PROV. CONTINUOUS I 3/4I' X 11 7/8 "GP - FIBERSTR(ONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. CTYP. ALL PERIMETEFR AREAS), FIRST FL. DECK FRAMING PLAN C~T RACTO R TO NOTIFY THE ARCHITBCT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GSNERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONS PROV, CONTINUOUS I 3 EXCEPT AREAS OF OPENINGS, (TYP. ALL PERIMETER AREAS) PROVIDE 3 - I 3/4" X 9 1/2" CONT. iR, LAG BOLTTO STRUCT STL COL, BELOW, (TYPICAL ALL) SISTER f.J TO EXISTING F.J. PROVIDE 3 - I 3/4II X 9 1/2" CONT. GIRDER, LAG BOLT TO STRUCT. STL COL. BELOW, (TYPICAL ALL) OFFICE SET 8.28.09 Z SCALE: 1/4"= 1 '0" DWG, NAME: ON/ IST FL. FRAMINE PLAN A-O CONSTRUCTION LEGEND I EXISTI,NG PARTITION TO REMAIN L~ZZI EXISTING HOUSE OUTLINE ~ PROPOSED NEW PARTITIONS TSEC,,,B,,) 26'-8" PORCF 101 UTILITY RM BEDROOM #1 8T POWDER RM. 18'-6" FOYER 28'-1" SEC."B" ) FIRST FLOOR PLAN HOUSE - 812 SQ. FT. PORCH - 135 SQ. FT. 35'-6" ,KITCHEN GREAT ROOM BEDROOM #2 El-11" X 13'-0n 28'-2" I SEC."B" SEC."B" ) SECOND FLOOR PILAN, HOUSE - 400 SQ. FT. 38'-2" C~-RACTO R TO NOTIFY TRE ARCHITECT Of ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE BEDROOM #3 OFFICE SET 8,28,09 0.4 III I J4Ir= 1 '0" DWG. NAME; ,DONSTFIUCTION PLANS DWG. NO,: A-1 PROV. 2 - (TYPICAL ALL) (TYPICAL ALL} ~ PBOV. 2 - 1 3/4" X 11 7/8" LVL G.P. MICRO BEAM (TYPICAL) STL. M. ABOVE. (T'Fp. BOTH SIDES) BLOCK AS BEQ. (TY'P.) CFYPICAL ALL) SECOND FL. DECK FRAMING PLAN fSEC.,,B,,) SEC,"B" ) ROOF FRAMING PLAN ITHIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED. NOTE: ~ INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANB~ERED W/ADEQUATE VERTICAL BRACING. RROV PROV. ROOF KRIOKET EROV. ALL NECESSARy FLASHING % LVL LVL ¢rYP) OVER 15 LB. FELT, (COLOR T B.D.) PROV, "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BO"FFOM EDGE OF ROOF UP 2~-0" (~¢PICAL) ALL ROOF SECTrONS). f SEC."B" SEC.,B") ROOF PLAN iTHIS DRAWING IS FOR REFERENCE ONLY ONLY & 18 NOT INTENDED TO BE SCALED. NOTE' C~-RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD b~ ~)~;TP~u~T D RAWt N G $,8 p ECIFfCATi O NS.i OFFICE SET l 8.28.09 LLI 1/4"= 1 '0" )WG, NAME: ::)ECK FRAMING/ ::IOOF FRAMING ROOF PLAN A-1.1, SIMPSON HL35 ANGLE BRACKET DBL, MICROLLAM RIDGE KANT-SAG LSTI22 OR IMPSON LSTA21 STRAP ¢~ITH (16) 10d X I 1/2 FASTENER (STRAp REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER). 10" R,R. PR©V, OBL, 2" X B" ACC SILL PLATE ¢~YP,) ~ 10" F, CE)NC. FOUNDATION WALL, P~OV, MIN, 8" FDN, ~i PROW V~ATER BARRIER BETWEEN PROV. 2 CONTINUOUS ¢ 4 ~b~--~ RE-BAR, (TYP. ALLAREAS) 1 SCREW THROUGH BRACE AT EACH FLANGE 0.?E" X 33 MIL WALL (3) 2"X 10" WINDOW HEADER % JACK STUDS STUD 3NNECTION OF WALL HEADER LOTION OF WALL .~"X 6" STUDS CORNER CONNECTION (EXAMPLE) CONNECTION OF RIGDE BEAM TO ROOF RAI-- (EXAMPLE) FOUNDATION DETAIL PLATE TO FOUNDATION ~A-5/ (EXAMPLE) TRUSS/RAFTER (RPS4) BRACING CONTRACTOR'S NOTE AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE; EX[STING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOW/lNG FIELD CONDITIONS, 1, ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THA~r DIFFER FROM THE CONSTRUCTION FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED, 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE MADE AS TO THEIR REPLACEMENT. 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM TH'E PLANS. PROV. "LIFETIME .... :" ASPHALT ROOF SHINGLES OVER 15 LB COLOR T.B.D, PR©V, WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), X- BRACING (EXAMPLE) CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) PROV. CONT. "COBRA" RIDGE VENT CFYPICAL ALL RIDGE AND HIPS), R - 2B HIGH DENSI"FY FOIL FACE INSULATION. (TYP. ALL AREAS) SHEATH. 2" X 10" R,R, ~ 16" O,C. - ¢FYP, ALL AREAS U,O,N.) 1Od NAILS OR 16d SINKERS 3" O,C, VERTICAL, 4" O,C, STRON -WALL SHEAR~LL -- -STUD TO STUD (CS16) STUD TO BAND JOIST (0816) HEADER ANCHORAGE (LSTA1 §) PRE-ATFACH EE PH D6 WITH SILL PLATE TO FOUNDATION USING USP BEARING PLATE FASTENERS (HBPS/LBPS) PR©V, 11 7/8" 'BOX BEAM LL PLATE TO N DATION USING USP BEARING PLATE ASTENERS (H BPS/EBPS) SILL PLATE TO FOUNDATION (BP) PR©V, METAL FLASHING AT ALL WINDOW SILLS. (TYP, ALL LOCATIONS) METAL FASTENER SCHEDULE ~/~11~ (EXAMPLE) (ALL STRAPING TO BE @ 16" O,C,) -- WALL STUD -- WALL STUD BOTTOM PLATE -- BAND JOIST PR©V, CON( TAPERED CAP & FIN. FLUE I JIBED, PROV. CONT. I 1/8"X 9 1/2" "GP - FIBERSTRONG" RIM SD, EX. AREAS OF FDN. ©PG. PROVIDE WATER BARRIER BETWEEN FOUND, WALL & RIM JOIST. OYP, ALL AREAS) PROVIDE 8" EXPOSURE - "~EDAR IMPRESSIONS BY "CERTAdNTEED" OR APPROVED EQUAL. FIN. ( (~YP, ALL) S' P, CONC. FDr ~CONT, W/W.W.M. IN WALL & FOOT NGS, PROV. 2 8UB-FLR, ¢FYp, ALL A ~2" X-eD~' C.d. ~16" C.C. 2 1/2" X 9 I '16" C.C. (TYP. ALL} . !' GYP. BD. ALL & CEILINGS TREADS AND DETAILED POSTS AND 2" X 2" FORMED OAK RAILING 2" X 10" F,J. ¢16" C.C. JCT. BTU COL, BELOW. (TYPICAL EXISTING F.J, TO 2"X8" HEADERS BOLTED THRU EXISTING FOUND, WALL EVERY S' ,10,~' r !,1 It LAG BO (TYPICAL ALL) 4 1 '-6"--~ CONC, WALLS TO REMAIN AROH'ITECT OF STRUCTURAL PROBLEMS 2'-0" W. X 1 '-0" D, P, CONC. FTC, PROV. - 'ITy~/EK DRAIN WRAPII tWP. R WALL SURFACES,) 2" X 6" WOOD STUDS W/1/2" CDX SHEATHING. (TYPICAL) R - 2~ HIGH DENSITY FOIL FACE INSULATION. ¢Yp. ALL AREAS) PBOV. ' PLY. SHEATHING PERIMETERS) PROV. 2'l X 14" HEADER (TYPICAL) WHITE ALUMINUM GUTTER AND LEADERS, (TYPICAL ALL AREAS). PROV. FRIEZE BD, W/ I I'AZEKI' CROWN MOLDING FILL ALL NAIIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ, (TYP. BOTH SIDES) PROVIDE 2- 1 3/4" X 11 7/8" GP LVL MICRO HEADER (TYp. ALL AREAS) PROV CONT, I 1/8" X 9 1/2" "GP - FIBERSTRONG" RIM BD. EX, AREAS OF FDN, OP~G, PROVIDE WATER BARRIER BE!TWEEN FOUND, WALL & RIM JOIST', (TYp, ALL AREAS) 3' MIN 10" L BER FLooR SUPPORT BEAM ECTION OF WALL TO FLR, FRAMING SIMPSON LSTA18 STRAP WITH (12) 1 Od FASTENER, - CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL ~.'~1~ TO FLOOR FRAMIN,G. (EXAMPLE) SECTION A-A ClIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) ROOF TRUSS DOUBLE TOP PlATe METAL HURRICANE CONNECTOR WALL SHEATING BHEATI NG TO IDS CONNECTI:ON OF TOP ~ WALL PLATE TO WALL STUD. A~ 2I' X 8Ii BLOCKING RAFTER BRACING UTS12 STRAP WITH (7) 10d X 1 1/2 FASTENER TO STUD AND RAFTER. BIRDSMOUTH CUT L-OiWEND OF JOIST ONLY ~A-5] (EXAMPLE) STUD (3) 2ux 10" WINDOW ~ HEADER CONNECTION Of WINDOW WALL, SIMPSON LSTA18 STRAP WITH (12) lCd FASTENER, JACK STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) )R FRAMING TWO- MENABEB FLOOR SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM, SIMPSON LTS12 STRAP WITH (1,2) 10d X 1 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING~ TO SUPPORT BEAIM. A~ (EXAMPLE) C--~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL R~VlSIONS DUE TO FIELD CONDITIONS, CLIENT, AND OS GENERAL CONTRACTOR WHICH DIFFER FROM THE ONSTRUOT, DRAWINGS/SPECIFICATIONS NOTE: G.C, SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE SHALL NOT EXCEED 35'-0" AT MIDPOINT OF TOP PITCHED ROOF. NOTIF~ ARCH, OF ANY CHANGES. OFFICE SET 1 8.28.09 LU LLJ SCALE: BWG. NAME: BUILDING SECTION DWG. NO,: A-3 )LUMN OVER 15 LB, ) PROV, "WEATHERWATCH" UNDER- t~,YMENT ALONG ENTIRE EDGE OF ROOF UP 2~-0" (TYPICAL) ALL ROOF SECTIONB), PROV, 5/4" X 10" "AZEK" TRIM W/2 1/2" "AZEK' UPPER CROWN AND I 1/2" LOWER CROWN (TYPICAL ALL) PROV, 5/4" X 6" "AZEK" WINDOW ']'RIM W/1" "AZEK" BACK BAND, (TYP. ALL AREAS) SOUTH !EAST ELEVATION NORTH 'WEST ELEVATION_ 24'-8" OF 2ND FL, C,J, ~OP OF SECOND~_FL2WlNDOWS [ f~TOP OF FIRST FL, WINDOW 8' OF FIRST FL, 1 ~ (TYP. ALL) PROV, 10" W,"ROUND" FI 5/4" X 6" W. OF :RIDGE r-r°P_ .... 24'-8" ~TOP OF 2ND FL C.J, = OF SECOND FL, = OF 'FIRST FL, WINDOW )F IFIRST FL, (VARIES) NORTH EAST ELEVATION SOUTH WEST ELEVATIO,N i] NOTE: ~RACTOR TO NOTIFY TIlE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD : CONDITIONS, CLIEHT, AND OR GENERAL I CONTRACTOR WHICH DIFFER FROM TRE CONSTRUCT. B RAWIN CS/SPECIFICATIONS (~¢PICAL ALL AREAS). FILL ALL NAIL~HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. (~YP. ALL AREAS) PROV 5/4" X 8" "AZEK" CORNER _ AREAS), FILL ALL NAIL IHOLES AND APP:LY 2 COATS "BENJAMIIN-MOORE'' pAINT OR APP, EQ, (~YP, ALL AREAS) PROV, "LIFETIME" "GAP ASPHALT ROOF SHINGLES (TYP, ALLAREAS) OVER 1,5 LB, FELT, (COL~O.R T,B,D,) PROV. WEATHERWATCH UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), PROV, ' "AZEK" WINDOW / 1" "AZEK" BACK BAND, (~YP, ALL AREAS) i,,I OFFICE SET 8.28.09 LU W Z W m SCALE: 1/4" = 1 '0" DWG, NAME: PF~OPOSIED BUILDIN'G EILE~VATI O N S DWG. NO,: A-4 GENERAL NOTES I FAMILY DETACHED DWELLING ZONE 11B MINIMUM EQUIPMENT PERFORMANCE GENERAL FLOOR PLAN NOTES 1 . DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS), 2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT, AND 8AND (3-COATS), 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 6'-0" RETURN ON ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ, 2 LAYERS OF 5/8" FIRE RATED GYPSUM BOARD 4. ALL BATH/TOILET AREA WALLS AND OLG. ADJ TO WET AREAS TO HAVE WATER RESISTANT GYP, BD., OR WALL TILE SET ON COHO, BD OR APP. EQ, GENERAL FRAMING NOTES GENERAL ELEVATION NOTES 1, EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNb--¢S, pROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~rlC VENTILATION & ROOF VENTS. 5, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS, GENERAL PLUMBING NOTES 1 . PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS, 2 IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES, GENiERAL HVAC SYSTEM NOTES 1 , MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICA~BLE CODES AND SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA ANB REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, B, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW,AND APPROVAL. EMERGENCY ESCAPE/RESCUE OPENINGS SECT, R310 1, MI~NIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. 3, NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET, 4. MINIMUM OF 5,0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS, S. MIN NET CLEAR OPENING SiLL HT, LOCATED BELOW ADJ GROUND ELEV, WINDOW WELL REC. ALLOW FOR DR, OR WINDOW TO BE FULLY OPENED. 6, MIN, OF 9 SQUARE IFEET IN HORIZONTAL DIMENSION, MIN, WIDTH OF 36" ~OAOHMENT OF '6 INCHES pERMI~FED FOR LADDER OR STEPS), ~ERMANENT COMPLYING LADDER QB STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES 8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI~FED IF IN COMPLIANCEWlTH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9. BARS, GRILLES, CGVERS AND SCREENS pROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE, PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (WINDOW AREA 30% OF GROSS EXTERIOR WALL AIREA) MAXIMUM vlAXIMUM HEATING ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT V~/ALL SLAB pERIMETER CRAWL SPACE U-FACTOR T-VALUE =PVALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ONE 116 0,45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 5750 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES: DESCRIPTION R-VALUE R-VALUE 8" P CONG- FNDN, WALL ON TOP OF WALL TYPE I 10" P,CONC, 9' H, R - 10 R - 10 A CONT, FOOTING, WALLTYPE2 ,2"XC"W. DSTUD R-21 R-21 2" X C" WOOD STUD WALL WITH 1/2CDXPLYWD, ROOF TYPE E' X 12'~ DOUG FIR R - 38 R - 36 ~AF TIMBERLINE LIFETIME ROOF SHINGLE. FLOORTYPE 3/4"X 11 7/8" R-E1 R-21 3/4"Xll 7/8"TGIPRO 55OF.J, ~ 16~'O,0, OEiLINGTYPE 3/4"X 11 7/8" R-21 N/R 3/4"X 11 7/8"TGI PRO, 558F.J. ¢ 16" O,C 4'* P.CONO.SLAB ON COMP FILL SLAB 4" P,CONC. R - 9,2 R - 9,2 ¢V/W,W,M, 6 X 6 BEINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO. COMMON I ~AFTER TO TOP PLATE (TOE-NAILED)B16" C.C. 3 Sd ] pER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 Bd 'ER JOIST 6 BLOCKING TO RAFTER (TOE-NAiLED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-116D EACH END 5 TOP PLATE TO TOP pLATE (PACE-NAILED) 2-118D ~ER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-116D JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-11SD 24" O,O. 11 HEADER TO H~EADER (FACE-NAILED) 1¢D 6" O,C, ALONG EDGES 12 TOP OR BQ~FOM PLATE TO STUD (END-NAILED) 2-~16D ~ER 2 X 4 STUD 13 BOttOM PLATETO FLOOR JOIST, BAND JOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-'16D PER FOOT 14 JOISTTO SILL, TOP PLATE OR GIRDER (TOE-NAiLED) 4-16D ~ER JOIST CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 (RESIDENTIAL CODE OF NEW YORK) GROUNE WIND SEISMIC SUBJECT TO DAMAGE FROM~ WINTER ICE SHIELB FLOOD SNOW DESIGN DESIGN JNDERLAY HAZARD FROST LINE TERMITE DECAY TEMP. REQUIRED LOAD SPEED (MPH) CATEGORY ¢VEATHERING DEPTH LOAD BEARING VALUE OF ~IODERATE ZONE 11B MAP#361030166 G EXPOSURE SOIL 3,000 PSF TO ~LIGHTLY TO 45 PSF CATEGORY "B" "B" "SEVERE" 12" FOOTINGS HEAVY MODERATE = 11" YES EFFECTIVE DATE: 120 MPH MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS QVER OUTSIDE AIR. DESCRiPTiON NSULATION R-VALUE U'-FACTOR X AREA = U~ CEILING R-98 0,31 2,176 SQ.FT, 674 INTERIOR FLOOR R-38 0 91 2,450 SQ FT, 700 EXTERIOR WALLS R-21 0,31 6,548 SQ,FT, 1,714 TOTALAREA 13,354 SQ.FT, FLOORS AND FOUNDATIONS NSUL, INSUL, R U-FACTOR OR AREA OB DESCRIPTION ~EPTH =ACTOB R-FACTOR X PERIMETER -- UA BASEMENTWALL 2'-0" R-10 0,56 2,084 SQ,FT 1,187 CRAWL SPACE 2L0" R-19 0,56 -- N/A WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U- FACTOR X AREA -- UA WALL R-21 U0=0.14 4337 SQ,FT. 774 WINDOW =I= .3/SQ,FT, 0,35 712 SQ.FT, 250 DOOR N/A 0,35 481 SQ,FT, 168 TOTALAREA 5530 SC.FF. DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAl- LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOF ZONE END ZONE INITERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF WINDWARD LEEWARD WIND'WARE LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 30°<ANGLE % 45°~ 25.7 17,6 20,4 14,0 9,9 -15.6 6.6 -13.4 -11.6 -130 120 23,7 ALL ANGLES 22,8 -11.9 15.1 -7,0 -27,4 -15,6 -19,1 -12,1 -41,1 -32.7 S.F. OF AREA SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT OCCUPANCY & HT. CLASSIFICATIONS PROPOSED USE MINIMUM REQUIRED PROPOSED MINIMUM REQ'D. SLOPE HT./ FURRED HT, SLOPE HT,/ FURRED HT, 1 ST. FLOOR KITCHEN DINING RM. GREAT RM. 70 SQ,FT, 70 SQ,FT. 70 SC, FT. 417 SQ,FT, 293 SC,FT. 642 SQ,FT, BATH #1 30 SC,FT. 35 SC.FT. 6~'8" 7I'6" LAUNDRY RM, 70 SQ,FT, 128 SC.FT. 6'-8" 7I-6'' FOYER N/R 121 SC.FT. 6'-8" 7"6" BATH #2 SO SQ,FT, 37 SQ,FT 5~ 7'-6" STORAGE N/R 36 SQ.FT, 6'-8" 7'-6" BATH #3 30 SC,FT. 69 SQ,FT, 5~ 7"6" STUDY 60 SQ,FT, 471 SQ,FT, 6'-8" 7'-6" 2ND FLOOR 328 SQ.FT, 6'-8" 7'-6" 223 SQ.FT, 5~ 7'-6" 245 SQ,FT, 6'-8~' 7'-8" N/R 10LO'' M, BEDROOM 70 SQ,FT, BEDROOM #1 70 SQ.FT, BEDROOM #2 70 SC.FT. M BATH 30 SC,FT. M CLOSET I N/R M, CLOSET 2 N/R HALL/FOYER N/R BATH #5 30 SQ,FT, LINEN CLOSE~ N/R BATH #4 N/R GUEST BED. 70 SC', FT, 42 SQ,FT, 51 7'-6" 42 SQ,FT, 6~-8'' 7-6" 312 SC,FT. N/R N/R 22 SC.FT. 5~ 7'-6" 287 SQ.FT. N/R N/R SECTION 1202.4.1 & 1204.1 USE 1ST. FLOOR KITCHEN DINING PM, GREAT RM, BATH #1 LAUNDRY RM, FOYER 70 SO.FT. 70 sQ.FT 70 SO.PT, 30 SQ.FT. 70 sC.FT. ! N/R 3O sC.FT. 141 SC.lET. 189 SQ,IFT. 9SQJFT. 25 SQ. FT 34% 23% 26% 20% 14% 16% 82 SQ,FT, 176 SQ,FT, 4.5 SQ.FT, 30 SC,PT. 3 SC.FT. 15% 21% 15% 23,5% 14% 8% BATH #2 6 SQ.,FT. ~TORAGE N/R 10 SQ.,FT. 28% 5 SO,FT. 14% BATH #3 30 SQ.FT, 10 SQ.,FT, 15% 5 SQ,FT, 7,5% STUDY 50 SQ,FT, 136 SQ.,FT. 28% 91 SQ,FT, 19% 2ND' FLOOR M, BEDROOM 70 SQ,~T, 107 SQ,,FT, 23% BEDROOM #1 70 SQ,FT, 53 SQ.FT, BEDROOM #2 70 SQ,FT, 33 SQ..FT, 7% M, BATH 30 SQ,FT, 40 SQ,,FT, 12% M. CLOSET 1 N/R 6 SQ.,FT. M. CLOSET 2 N/R 5 SQ..FT. 5% INEN CLOSEr N/R 30 SC.FT. N/R N/R 70 SQ. ET, BATH #4 20 SQ, FT. 86 SQ,,FT, 33% 73 SQ.FT, 15% 17 SQ.FT, 14% 17 SQ,FT, 23% 20 SQ,FT, 12% 2 SQ.FT, 12% 2 SQ.FT, 14% 23 SQ. FT, 16% 7 SC.FT. 23% 2 SC, FT, 38% 10 SQ. PT, 3O% 62 SQ.FT. GUEST BED. 6% 9% 22% MOS I OF8F.12Cs.E09SETI A-5 FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION 110 120 OF (FY,) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) 20 206 % * 681 291 681 SILL PLATE TO 24 260~ 358 FOUNDATION (CRAWL SPACE 2 28 314 426 OR BASEMENT) CODES 32 363 A. 433 422 gALL BO%FOM 24 206 12~3 421 291 254 421 PLATE TO 28 260~ 358 FOUNDATION SLAB-ON-GRADE 2 32 314 426 U CONNECTOR UPLIFT LOAD, I L = CONNECTOR LATERAL LOAD. (PERPBNDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) · ANCHORAGE REQUIRED TO RESIST LATERAL LOADS $'HALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ~ROOF/OEILING DEAD LOAD OF 10 PSP(2/3 X 18 PSF). "TABULATED UPLIFTAND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLI,ED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ~ TABULATED SH EAR CAPACI~¢ REQUIREMENTS ABSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCT, SHEATHING ATTACHED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. FASTEST MI'LE WIND,SPEED (MPH) PRESCRIPTIVE DES)ON TABLE 3. ) (AMERICAN FOREST & PAl 'ER ASSOCIATION 110 120 SPACING (IN.) (FY.] .... REQUIRED CAPACITY OF CONNECTION (LBS) 12 341 %284 280 427 339 280 16 421% '~ 826 I I 20 500 / 1826 I 16 24 580 r~ ~ 726 28 660· 828 32 740 927 2/3 x 15 PSF). ~AFTER/CEILING JOIST TO TO~P PLATF LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) UPLIFT STRAP CONNECTION IRIEQ, (ROOF-TO-WALL WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,33 ALT, TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOC,) 110 120 FRAMING SPACING ROOF SPAh NUMBER OF 8D COMMON (tN,) (FT,) NAILS END OF 1-1/4" X 20 GAGE STRAP SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR 'LOADS PRESCRIPTIVE DESIGN TABLE 3,2A ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) fi/2~' ANCHOR IBC LTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEEI~ (MPH) (MPH) 90 f 100 J 110 [ 120 90 ¢ 100 ,/ 110 I 120j ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN,) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36 SILL OR BOTTOM PLATE TO FOUNDATION AINCHOR BOLT CONNECTI'ONS RESISTING ,UPLIFT PRESCRIPTIVE DESIGN TABLE 3.23 ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR 'BOLTS 5/8" ANCHOR BOLTS FASTEST-MiLE WIND SPEED FASTEST~MILE WIND SPEED (MPH) ,(MPH) ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT SPACING (IN,) SPACING (IN.) SILL PLATE TO FOUNDATION* ~CRAWL SPACE QR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 WALL PLATE TO FOUNDATION 1-3 STORIES (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, TO A 2 X 6 TOP PLATE, --WALL / -WALL 30' /-- WALL (, , CLEARA'NCE 24" CLEARANCE 'IN FRONT OIF OPNG. TOILET, BATH AND SHOWER SPACED SCALE: 1 '= 1/2" CLEARANCE WALL TOILET, BATH ,AND SHOWER SPACED lc.o, ,¢ TO APPROVED / ,.~ FIRST FLOOR VENT L WALL SCALE: 1 '= 1/2"' PLUMBING RISER DIA'G'RAM N.T.S. OFFICE SET 8.28,09 0 Z Z <: SCALE: 1/4" = 1 '0" DWG, NAME: PLUMBING RISER DIAGRAM A-6