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HomeMy WebLinkAbout35965-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 111112012 CERTIFICATE OF OCCUPANCY No: 35388 THIS CERTIFIES that the building Location of Property: Date: 1/11/2012 ADDITION/ALTERATION 2095 The Strand, East Marion, SCTM #: 473889 Sec/BlocWLot: 30.-2-52 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/14/2010 pursuant to which Building Permit No. Lot No. filed in this officed dated 35965 dated 10/25/2010 was issued, and conforms to all of the requiremeats of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and odditions, inc riding second floor deck, covered entry and first floor landing, to an existing one family dwclhil~ as applied for per ZBA #6414, dated 9/15/10. The certificate is issued to Bellero, Michael & Bellero, Renee (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Walter Marczewsld R10-10-0034 12/19/11 35965 1/6/12 ,~Aut~iz.12/6/l 1 /Si tur Town Hall Annex 54375 Main Road P.O. Box 1 i 79 Southold, New York 11971-09S9 Telephone (63 .i ) 765-1802 Fax (63 I) 765.9502 BD'H .DING DI~PAR'I TOWN OF//tOUT DEC -8 2011 BLDG. DEPT. TOWN OF SOUTNOLB CERTIFICATION Date: BuiMing P~XLit No. Owner: Plumber: //~/7.. ~ (Please print) (Please prat) I c~ify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this Notary Publi~~_= County CONNIE D. BUNCH Notmy Pubso, ~ate of New Yon~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 rocler, richertt-~.town.southold, ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beliero ~,ddress: 2095 The Strand City: East Madon St: NY Zip: 1193S 3uilding Permit#: 35965 Section: 30 Block: 2 Lot: 5'; WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Platinum East Electric License No: 34091-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixturesl_._._~ Time Clocks Exit Fixtures [~ TVSS 1-paddle fan, 3-exhaust fans, 1-oven, 3-GFCl circuit breakers, 1-combo smoke/co detector Notes: Inspector Signature: Date: Jan 6 2012 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMINGI~IRAPPlNG [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRES&-t:tv'INSPECFION [ ]FmERmSmfl'CONSmUCTHXi [ ]FIREnESm'ANTPBiE'mATmfl [ ] ELECTRICAL (ROUGH) ~].lLE01111~AL (FINAL) REMARKS: DATE ~INSPECTO~ REVISIONS: E. F. KING , " ~;ITE PLAN 23023'25" *OV 50.64' ~ ........ j EL. 50.0' ' '~2.0' ~ SCALE: ~" = eU''U' ~ ~ ~ P~.OPERTY: 31.160 ~:~. FT. 0.72 acres ..... . ..,~ .. . i OFFICE OF WA~A~R MGT. i '~ ~ ~L ~ SCTM~ ~ooo ~ -30-2-52 PROPERTY: 31.160 ~4~. FT. 0.72 DESCRIPTION: t~.E: LOT COVERAGE: EXISTING HOUSE: 1639.8 SQ. FT. S.3e~ S-1 LOT 109 DEVELOPED 13.3' PROPOSED 2ND. FLOOR DECK OVER EXISTING 1s'r. FLOOR EX. DECK EX. 2 STY. HOUSE EX. DRIVE.JAY REMOVED PER ~ SCHDS REQUIREMENTS ~ SE~IC EL. 56.2' ~o' ~'"'~ PARTIAL STTE PLAN SCALE: 1" = 20'-0' SEPTIC SYSTEM LOCATION: DISTANCE DISTANCE ,'YM.:DESCRIPTION: FROM "B": FROM "A": ST 1500 gal. SEPTIC TANK 29.0' 43.0' LP1 8' dia. X 8' deep LEACHING POOL 29.0' 55.0' LP 2 40.0' 57.0' RECEIVED ' lY.'Z 1 6 2011 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. J $CTM# 1000-30-2-52 REVISIONS: Form No. 6 TOWN OF SOUTHOLD BUILDINO 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 lecation of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/t0 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unnsual natural or topographic features. 2. A properly completed application and coffsent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $1 $.00, Commercial $1 $.00 New Construction: Location of Property: Owner or Owners of Property: ./?~.,3~_a.~ Suffolk County Tax Map No 1000, Section J Old or Pre-existing Building: -The House No. Street Date. ]0- ~_~ - I ~ (check one) Block Hamlet Lot ~ ~* Subdivision Permit No. ~C{(.o~..~ Health Dept. Approval: Planning Board Approval: Request for: Date of Permit. Temporary Certificate Filed Map. /~) '07L~ ~ 1~) Applicant: Undenvriters Approval: Final Certificate: g,6o (checkone) Fee Submitted: $ ~'~ .d~/~ Appli~ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall So~uthold, N.Y. BUILDII~G PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35965 Z Date OCTOBER 25, 2010 Permission is hereby granted to: M & R BELLERO EAST MARION, NY 11939 for : ADDITIONS & .ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6414; FIRE SUPPRESSION SYSTEM REQUIRED at premises located at 2095 THE STP~dQD County Tax Map No. 473889 Section 030 pursuant to application dated OCTOBER Building Inspector to expire on APRIL EAST MARION Block 0002 Lot No. 052 14, 2010 a/id approved by the 25, 2012. Fee $ 1,104.40 ORIGIND~L Rev. 5/8/02 BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hail 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 SEP 20 2010 8tOG. 0£PL TOWN OF SOUTHOLD http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 DI/qGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15, 2010 ZBA FILE: 6414 NAME OF APPLICANT: Michael and Renee Bellero PROPERTY LOCATION: 2095 The Strand and The Greenway East Marion, NY SCTM# 1000-30-2-52 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 CODE: 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 its reply dated July 28, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: Subject property consists of 31,160 sq. ft. and is improved with a single family dwelling. It has 232.62 feet on The Strand, 99.76 feet along The Greenway, 285.84 feet along the north property line and 50.64 feet along the eastern property line as shown on the site plan labeled S-1 p. repared 7/14/10 by Mark Schwartz, Architect. BASIS OF APPLICATION: Request for variance from approved Cluster Subdivision setbacks and Code Section 280-18, based on an application for building permit and the Building Inspector's May 26, 2010, amended July 13, 2010 Notice of Disapproval concerning proposed additions/alterations to existing single-fumily dwelling at: 1) less than the approved front yard setback of 25 feet; 2) more than the code required maximum number of two and a half stories. RELIEF REQUESTED: The applicant proposes to construct additions and alterations with a front yard setback of 16.5 feet where 25 feet is allowed per the Cluster Subdivision Setbacks and to expand the existing non-conforming habitable space on thc third floor of the dwelling. ADDITIONAL INFORMATION: An adjacent landowner submitted a letter in support of the application. The existing house has a height of 37.2 feet which the applicant proposes to expand. The proposed addition to the third story will add two bedrooms, a full bath and a sitting mom. Due to the sloping topography of the subject property, the basement is a walkout on grade. The existing house currently has three bedrooms. The proposed additions/alterations will add three additional bedrooms, a sewing room and a family room in the basement, for a · Page 2- Scptcrab~r 15, 2010 ZBA Fil~,# 6414. Bellero CTM: 1000-30-2-52 total of six bedrooms. The applicant wishes to expand the basement level for accessible habitable space for a disabled adult, and add bedrooms on the third story of the dwelling for a growing family. At the public hearing on August 26, 2010, the applicant's architect proposed to submit a letter to the Board from NY State stating that they believe the subject dwelling to be two stories and that it therefore does not need to include a fire suppression system on the so called third floor. The heating was closed subject to receipt of this letter. On September 11, 2010 the ZBA received a letter from the applicant's architect/agent indicating that this letter would not be forthcoming and requesting that the Board proceed to make its determination. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 26, 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3}(b}(1). Grant of the variance of will not produce an undesirable change in the character of the neighborhood. The property is located within the Pebble Beach Subdivision, which is a Cluster Subdivision and as such, the Planning Depamnent imposed certain yard setbacks. The existing front yard setback on this comer lot along The Strand is at 19 feet. The applicant is requesting to reduce the front yard setback on that street by an additional two and a half feet to 16.5 ft. to create an improved front entry stair and deck.. The parcel is located at the dead end of The Strand on a cul-du- sac and has limited vehicular traffic. The side yard abuts a golf course. Many of the homes in the immediate area are close to the road. The neighborhood consists of mostly large homes comparable to the proposal by the applicant. No increase in the current non-conforming height is being proposed. 2. Town Law §267-b(3)(b}(2). The benefit sought by the applicant, cannot be reasonably achieved by some method, feasible for the applicant to pursue, other than an area variance. The non-conforming location of the existing house along The Strand, the wedge shape and slope of the lot, the very shallow 10 fl. depth of the existing rear yard, the presence of heavy woodland in the second front yard along The Grcenway, the location of the present and proposed septic system, and the existing non-conforming height of 37.2 feet resulting from of the sloping topography of the subject property, makes any addition to the existing footprint or third story of the house almost impossible to achieve without an area variance.. 3. Town Law l~267-b(3}fb}(3L The variance requested for the proposed deck addition is an 8.5 foot reduction of the code requirement of 25 it, or a 34% relaxation of present cluster subdivision requirements, and is substantial, However, given the two front yards on the property and the privacy of the dead end street, it has no adverse impact on the neighborhood. The existing and proposed height and proposed third story addition is 2.2 feet beyond the code permitted maximum of 35 ft., or a 6% relaxation of Town code, and is not substantial 4. Town Law ~267-b(3~¢b~(4} No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. All storm-water runoffwill be contained on site as required by code. 5. Town Law $267-b(3~fb~f53.The difficulty is self-created, in so far as the applicant wants to expand the house in areas where non-conformities already exist. However, there is little building envelope that moving the house on the property to a conforming building envelope or proposing additions in more conforming areas would create severe financial hardship for the applicant. 6. Town Law §267-b. Grant of this variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of enlarging the house, while preserving and protecting the character of the neighhorhood and the health, safety and welfare of the community. Page 3 - September 15, 2010 ZBA File#6414 - Bellero CTM: 1000-30-2-52 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Dinizio, and duly carried, to: GRANT the variance as applied for, and shown on the site plan labeled S-I and architectural plans labeled Al-7, prepared 7/14/10 by Mark Schwartz, Architect. Subject to the following conditions; 1. The third story of the dwelling shall be fitted with a State Code compliant fire suppression system. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: ~lyes: Members Weisman (Chairperson), Goehringer, Dinizio, Schneider. (By Phone was: Member Homing, no voting righO This Resolution was duly adopted (4-0). ~s ei~sm~, Chairperson Approved for Filing ~7 /2010 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 7, 2011 C. Thorp Construction PO Box 177 East Marion, NY 11939 RE: Bellero, 2095 The Strand, East Marion TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~.~ ~ Application for Certificate of Occupancy. (Enclosed) c,C7 v __ Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00 ~0~. ~[~(. ~'~[ ~t~ . . Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) ~ A __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35965-Z additions/alterations TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined I ~) ~' ~ ,20 [O lO'- 20 I0 Approved 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: M~t0~'I~ ,~J'ft,~q~?~, Phone: Expiratio~ ~ / O ,20 ~pletely 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 adj dining 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 Inspect6r 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'hav& be~n 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, an,d re.,~o~ll~, and to admit authorized inspectors on premises and in building for necessary inspections. ,~d//~ //~ (Signature o e, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age~, a~rchite~c engineer, general contractor, electrician, plumber or builder Nameofownerofpremises //~/[t~ .~..Z. dZ~'~J~'~' · ' ~ (As on the Ex roll or latest deed) If applicant is a corporation, signature of duly authorized officer (N,a~de,'arRt title Of corporate officer) Builders Li~-"nse No. Plumbers License No. Electricians License No. Other Trade's License No. House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block O~ Lot ,~'-'~ Filed Map No. Lot 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 ~1/~"t~ 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage~ number,of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, co ~ercial or mixed o~dLupan, cy, sp~ecify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height N umbei ' ~/orie~, 8. Dimensions of entire new construction: Front Rear ~ C~ Depth Height ~ Numb~er o~ Stoees ' 9. Sizeoflot: Front ¢ Rear / Depth Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO XWill excess fill be removed from premises? YES__ NO __ 14. Names of Owner of premises_~.~__ Address Name of Architect ,~~'t_.- Address Name of Contractor ~Z~.J-- ~ t~t~9 Address Phone No Phone No. '~'~_t~ ~t~ t~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t/% * 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. _____) ' ~~ ~ ~"~//~./~'~.~ being duly sworn, deposes and says that (s)he is the applicant (Name of ~nd~v~dual s~gnmg contract) above named, (S)He is the ,~C t~t7~-~4t~-- (Contractord Xgent, Co{'porate ~fficer, etc.) CONNIE D. BUNCH of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / ~ ~ daY of' ~) ~ 20~..~_ NotaryPublic S~gnatur pphcant Town of Southold Erosion, Sedimentation & S~orm-Water Run-off ASSESSMENT FOR. PROPERTY LOCATION=. $.C~TAI.~. THE FOLLOWING AffllON~ MAY REQUIRE THB SCOPE OF WORK - PROPOS]Q) CONSTRUCTION ~# /woRK~ a. What b Ihe Total Area of the Project Parcels? (Indude To~al Ama of all Parceb kx:a~:l wilNn I Will this Project Retain Al Stem-Water Run-Off th.~,o~wo~p~<.,dCo~.~) 3/./&~ ~/c' b. What Is the Total Ama o~ Land Clemlng ~S.F./~m) ('l~b limn wll Jndude d nm-off crested by sRe ~/' construction activity? Impe~ous sm/aces.) ]'ROVID~. B]~3~F PRO.~ D~:~IF~ON' ~,d~eAd, m~'~,.,.N#,~0 Dralnage~n~tureSlndk~a~lg ~& Lo(~a~on?ll~ls Item shall lnclud, al Proposed Gmde CMnges and Excava~on where lhere Is a change to ~e Na{ural Existing Grade Involving mom than 200 Cubic Yards of Mate,"lal within a~y Parcel? ncompassin§ an Area in Exoess of Five Thousand --'(5,000 S.F.) Scluam Feet of Ground ,Sun~:e?~ " 6 I~ there $ Natural Water Course Running through ~: or v/~Nn One Hundred 00fi) feet of a Wetland Or~ -- I,x:x.~g O3..a. clkm .cl~4~ I. vo~/~g ~3, dtstu~oences of ~en ~ o~e (1) acm v/,~e which Excaed Flfleen (15) feet of Ve~cal Rise to the DEC Ires detem~ned Ilmt e SPDE$ permit b required for stom~ wat~- dls~m~g.~. One Hundred (100') of HorlzontalD',stm'~:e? I--I -- NOTE: AC~d~M~k (~) ~I'A'I-T-.O~NEW'¥O]~, ~U~:~.~_..../ // COUNTY OF .....~......L...~...v....~..../.q; ......... ..................................... . .. . (o,~. ~. ",~.'~ ~. ~} ............................... Ow~=r ~d/or r~pr~..-_.ntat~ o£ th= Owncr or Owns's, a~d is d~y ,~oriz~d to p~rform or mak~ and ~ d~s appEcafion; that ~J stat~a~e~U cont~ncd in th~ appEc~do~ ~ ~'~ to d~c b~t o£hJs knowlc(~,~ ~d heed'; ~md that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ,,~, , ~ ........................................... day of ...~..~.~...~ ........... 20.~.~ Notary Public: ~...~.....~ .................. M:l~'W~:ll~ ............... . ~ ~.u~c, ~.t, ,of ~ Y0~ FORM - 06/10 Qualif~l in Soffolk County Commissioa D, pire$ Sept. 25, %,~%,% Town Hzll Annex 5437,5 Ma~n Road P.O. Box 1179 Southold, NY 1HY/1-0959 T~phon~ (631) 765-1802 BUILDING DEP~ TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name:- -- License No.: Address: Phone No.: Date: ~-~- h JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: '-~ m Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed} *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / I~ YES / O~ Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ~UILDING PERMIT EXAMINER CHEC~I,IST kpplicant: ./~/~K ~ ~t7~_., Owner: ~cr~ tooo- 2,0 ,h'operty Address: *Date Submitted: I 0 ~-I ~ [ 0 Date Reviewed: ~._ .~-~,9~ Subdivision: Estimated Cost: ~ \Zone: ~--~O Co.forming? '~ lilt]ding Permits (Openfl~xpired): BP__-Z / C/0 Z- ,Info: BP . -Z I C/OZ- ,Info: IP__-Z/C/0Z- ,Info: · BP -ZJC/0Z- , .,Info:. BP__-Z/C/0Z- ,Info:_ $ Hagle & Separate Search Required? Y o~Determination: I.BQ. Lot Size: .ACT. Lot S'.m~.: ' 7`2` (~ [, l (,,.O.~Q. Lot Coy. ~'~ ACT: Lot Coy. ~ ~BQ. _F.m. nt.__ ACT. Front ,REQ Side ACT. Stde I~EQ. Rear -- ~_ PROP: Rear - ~BQ.H. eight. 9~ ACT. Height ~ Re. tl,B~tl.$m~e$ nat '~_Y~e-e_ ~--t]~l-.~ 0~., lyes, water body: .~./-.~-.C Panel// Flood Zone: Bulkhead/BluffDistaace: ~DDITIONAL APPROVALS REQUIRED ~.nolk Connty Healm~.~r ~- U y~, ;~ed#: ~ *D~te: ~/~I0 *permlt#~ ~ I0-I~- ~o.Z~o~n Seotie: ¥ or S' - If no, certification required: Y or N Received: ¥ or N By: S m~c: ~-o~c~nm Y of N~JDate: I I Permit #: or NJ Letter- ~ot~: ,outhold Trustees: y 9~/- Date: __ __ / / louthold ZBA~r N ~ D.ate: /__/__ louthold Planning: Y o~Date: ;/ __ ['own Landmark C of A: Y o~DTE: __ __ __ Permit #: Permit #: / Permit #: / / or NJ Letter - Notes: .- Notes: - Notes: *NYS CODE Compliance (page 2)~r N ?ee Structure: *oundation: ~ a O SF ~irst Floor: ,,~-8 ~ -- SF l~eond Floor: ]~ 7~' SF )thor: SF Calculation: + Initial Fee: $ I~-o o, o 0 + Addifion¢ Fee ( ): $ SFX$ =$ + hitial F~: $ + Additional Fee ( ): $ 110~,¢o TO~: $ : ' ' NEW YORK STATE CODE COMPLIANCE CHECKLIST · CLIMATIC/GEOGRAPhiC D'~IGN CRITERIA: ~ · Oro~il~l Snow Load: ~0.7,_ Wiad Speed: 120M~H Seismic Design Cat~gory." B '. Weathering: Severe x~ -Frost Dep~: 36" %""~Termit~: M-H' ~"~"Dee-ay: S-M v/ ' De~igi~ Tomp: 11 x~' Ie~ Shield Uuderlay: YES *¢~ IRo~d Hazai'ds: ~ USE/OCCUPANCY CLASSmICATIoN: DESIGN ~E~: ~ERS: Y~ W~L ST~S: Y~ CE~G JOISTS: L~BER SPECIES ~D GIRDERS: ROOF RAFTERS: ¥/~ AND DOOR SCHEDULE! MISSLE TeST REQUIR~MENTS:~N · EG~SS 5.7 S.F.: ~N ' LIGHT 8 %: ~/N ~NT 4% :~ N~L~G/CONS~RU~ION SC~DULB:~ ~S OF PL~G ~SER DIAG--: ~ LOCATION OF F~ PROTECTION EQU~ME~: CBRT~ICATION: Y~ E~RGY CALCS :~ TOTAL CO~PLIENCE~Y~ (~TU~ TO PAGE ONE) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING ROUGH PLBG. INSULATION FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [~ ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE *~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] ~'~SAFETY INSPECTION [ ] FIRE RESISTANT COflSTRUC'TI~ [~/J FIRE RE~4GTANT PENETILATION REMARKS. ~ ~- ,. DATE INSPECTOR., ~~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [, ] RO~C~.~G. [/,,']'INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE ~?~////~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUG~ PLBG. [ ]~ISULATION [~/~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC~AI~ (ROUGH) [ ] ELECTRICAL (FINAL) REMARK .~(~~/~ ~ ~ ~_ ~)/r..-~' DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]1~~ [ ] FRAMING / STRAPPING [~/] FtlNAL /~_.~..~ [ ] FIREPLACE & CHIMNEY [ ] FIRE'-S~I~=TY INSPECTION [ ] FIRE RESISTAI~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK~ ' ~ ' .C' DATE /OI~ L/~ ( INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R~I~ PLBG. [ ] FOUNDATION 2ND [ ]~NS~ [ ] FRAMING / STRAPPING [/,/] FII~I'AL ~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE.,I~~CTION [ ] FIRE RESISTANT CONSTRUC'rlON [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL~ECTRICAL (FINAL) REMARKS: (___ DATE INSPECTOR t CHITECT MARK SCHWARTZ & ASSOCIATES Main R(~ad · PO Box 933 · (:utl I~ogul.. Nh' 1193.-) G3i.734.4183 I ~x~.mksarchltc, t.(,,m November 29, 2011 Southold Town Building Depax~.ment P.O. Box 1179 Main Road Southold, New York 11971 Additions and Alterations to: Bellero House 2095 The Strand East Marion, New York Permit # 35965 (SCTM# 1000-30-02-52) To Whom This May Concern: I have been to the site during the construction phase and reviewed the finished grading. Retaining walls have been built and grade brought up to the levels indicated on our plans. I hereby certify, to the best of my knowledge, the grade plane calculation and on site grades are correct and this residence is defined as a two story house. To the best of my knowledge, the construction work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark DEC - BLDG DEP~', TOWN OF SO[~IHOLO LOT 109 DEVELOPED N/OF E. F. KING N 23°23'25" W 50.64' SITE PLAN SCALE:l"= 40'-01 EX, 2 STY. HOUSE EX. DRIVE~AY EL. $6.2' PROPERTY: 31.160 SQ. FT. 0.72 acres DESCRIPTION: SIZE: LOT COVERAGE: EXISTING HOUSE: 1639,8 SQ. FT. 5.3% EXISTING DECK: 983.6 SCi. FT. 3.2% EXISTING PORCH: 102.8 SQ. FT. 0.3% LIVING SPACE ADDITION: 122.5 SQ. FT. 0.4% 2ND. FLOOR ADDITION: (OVER SPACE BELO~X~ 658.8 SQ, FT.) DECK ADDITION: 276.3 SQ. FT. 0.9% 2ND. FLOOR DECK ADDITION: COVER DECK BELO',,~) 226.1 SQ. FT.) LOT COVEI~AGE TOTALS: 3125.0 SQ. FT. 10.1% 2ND. FLI ~OR ADDITION: 1ST. & 2ND. FLOOR ADDITION: DECK ADDITION: $CTM # 1000-30-2-52 [ $CTM# 1000-30-2-52 REVISIONS: 10.0' PROPOSED 2ND. FLOOR DECK OVER EXISTING 15T. FLOC EX. DECK EX. 2 STY. HOUSE EX. Di:CK PROPOSED SEPTIC SYSTEM ~ Z EX. DRIVEV,/AY EXISTING SEPTIC SYSTEM TO BE REMOVED PER :'HDS REQUIREMENTS EL. 56.2' PARTIAL SITE PLAN SCALE: 1"= 20'-0' PROPOSED SEPTIC SYSTEM LOCATION: DISTANCE DISTANCE SYM.::DESCRIPTION: FROM "A": FROM "B"' ST 1500 gal. SEPTIC TANK 23.6' 44.0' LP 8' dia. X 16' deep LEACHING POOL 32.0' 60.0' $CTM# 000-30-2-$2 REVISIONS: < S-2 HOUSE PROPOSED SEPTIC SYSTEM DETAIL {NOT TO SCALE) FINISHED GRADE ELEV. 55.0' ELEV. 8,B' 54.0' TOP E APPROVED PiPE min. PITCH 1/4"/1' MIN. 4" DIA. SEPTIC LEACHING TANK APPROVED PIPE ~ min. PITCH 1/B"/1' I POOL I I 'INV. EL. 3' CLEAN INV, EL. 53.$' EL. I 53.5' I Jm SAND 53.0' I 3' I COLLAR INV. EL. -- GROUND ~'y'2ATER 37.8' PROPOSED SEPTTC SYSTEM DETAI'L MINIMUM SEPERATION DISTANCE TO S AGE DISPOSAL SYSTEM NOTES: BUILDING 'DUE LL5 (1) SEPTIC TANK NOTES; 1). MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS, 2), CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT 28 DAYS. 3). 'g~ALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4% ALL 'OVALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf, 4). ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS "~ATERTIGHT. 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (~/ITH A MAX. TOLERANCE OF +/- 1/4") ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL. I. DISTANCES BET',;UEEN LEACHING POOLS AND ~,:UELLS ARE BASED UPON DEPTH OF THE ',X,'EL[(S) INVOLVED OR REALTY SUt~DIVISION REQUIREMENTS. REFER TO "STANDARDS AND PROCEDURES FOR PRIVATE VdATER SYSTEMS". 2. DISTANCES BETgJEEN LEACHING POOL~ AND ~UETLANDS ARE SUBJECT TO APPROVAL BY THE NE~U YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION PRIO~ TO ISSUANCE OF SUFFOLK COUN~ APPROVAL. 3. IF PROVEN TO BE ABSOLUTLY NECESSARY, ~ATER LINES MAY BE APPROVED ~ITHIN 10 FE~ OF A SEWAGE DISPOSAL PROVIDED THE ~ATER LIN~ I$ PROTECTED FROM CONTAMINATION OR DI~URBANCE (e~. INSTAL~TION OF LiNE INSIDE A ~RGER DIAM~R LINE FOR PROTECTION). 4. INCREASED DISTANCE MAY BE REQUIRED B~ED UPON SITE CONDITIONS. LEACHING POOLS 6). A 10' MIN DISTANCE BD1~UEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED, NOTES: 1), MINIMUM LEACHING SYSTEM IS I POOLS; 16' DEEP, 8' DIA. 2). LEACHING POOLS ARE TO liE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 3). ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4). A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND 'gUATER LINE SHALL BE ~LAINTAINED. 51. AN B' MIN. DISTANCE BEI~UEEN ALL LEACHING POO~ AND SEPTIC TANK SHALL BE MAINTAINED. SCTM# 1000-30-2-52 REVISIONS: REVISIONS EX. DECK EX. 2 5'TY. HOUSE EX, DRIV E~vJAY f,~ ~ EXIS'r[NG SEPTIC SYSTEM ( D .W,,~ I. i-~"i [ TO BE REMOVED PER ~ ~/~!\ ~ UIREMENTS PARTIAL SITE PLAN SCALE: 1" = 30'-0' LOT 109 DEVELOPED N/OF E. F. KING N 23~23'25" '¢g 50.64' 8OARD OF 4p~E4L5 I EL 56.2' \ , \ NAL MAP REVIEWED BY ZBA SEE DECISIO~" ~ SCALE: 1"= 50'-0' PROPOSED SEPTIC 5'(STEM LOCATION: 1 DISTANCE D ~TANC E OPROJECT NORTH FOUNDATION PLAN {EXISTING) AMENDMENT o:,°=::,.,o,, ~E: '1~1' ~ :'I0' Bp# 35965 All EXISTING WEST ELEVATION SCALE: 1/8": 1'-0" n PROPOSED WEST ELEVATION SCALE: 1/8": 1'-0" '~OARD OF APPEALS FINAL MAP REVIEWED BY ZBA SEE DECISION # ~ c//~/ DATED ~ /~ / /~ REVISIONS' PROPOSED SOUTH ELEVATION SCALE: 1/8" -- 1'-0" REC£~VEt~ =INAL MAP REVIEWED BY ZBA ~EE DECISION # ~ DATEO_~ I]~),,. I_? o EXTSTING EAST ELEVATI'ON SCALE: 1/8" = 1'-0" REVISIONS EXISTING EAST ELEVATION SCALE: 1/8" = 1'-0" PROPOSED EAST ELEVATION SCALE: 1/8" = 1'-0" '~OARD OF AppeALS; ~FINAL MAP REVIEWED BY ZBA SEE DEC~S,O. # ~ ? ~ DATED_..~ I ! d I .............................. .~o.os~ ~OSTU ?V^T~O~ SCALE: 1/8 = !-0 ED n EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" FINAL MAP REVIEWED BY ZBA SEE DECISION # DATED ~, I,/,,5 l_/a OPRO]ECT NORTH FOUNDATION PLAN (EXISTING) SCALE: 1/8" = 1'-0' EX. BATH NEW (~ P__ROJECT NORTH IJlll JJllllll JJ JJ|Jll JJ J JJ Jill|Il JJ JJ JJ JJlJJlJJ J JJJJ J J J J Jl ii|Jill JJJl t EX. GARAG£ FINA ~MAP PROPOSED FOUNDATION PL SCALE: 1/8" = 1'-0' REVISIONS REVIEWED BY ~EE DECISION DATED q I r~-I EX. DECK .~ATH n (~ PROJECT NORTH EXISTING iST. FLOOR PLAN SCALE: 1/8" = 1'-0' u EX. DECK EX. DECK EX. DINING ROOM EX. ~lCHEN EX. LIVING ROOM EX. DECK EX. ENTRY EX DECK (~ P~ROJECT NORTH PROPOSED 1ST. FLOOR PLAN SCALE; 1/8": 1'-0' RECEIVEO BOARD OF APPEALS MAP NED BY Zl OECi$1ON # ~_~ //~ / REVISIONS REVISIONS EX. BATH No 2 PROJECT NORTH 2ND. FLOOR PLAN SCALE: 1/8"= 1'-0' EX. DECK EXBEDROOM No. 3 (~ PROJECT NORTH PROPOSED 2ND. FLOC SCALE: ~/8" = 1'-0' ,R PI AN FIN ~,L MAP REVIEWED BY ZBA SEE DECISION # ~'qlq DATED, ~ / I $ I/.o REVISIONS. PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION SCALE: 1/8"= 1'-0" EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" JOB #: A-2 PROPOSED WEST ELEVATION EXISTING EAST ELEVATION PROPOSED SOUTH ELEVATION SCALE: 1/8"= 1'-0" EXISTING SOUTH ELEVATION SCALE: 1/8" = 1'-0" 13' 9" 10'-0" 10'-8" 10'-7" ~ 8'-o" ~ ~'; s'-o" [ ~ ~ I x.~ o ~ RETAININ¢ WALL x / / / / I - I ................................... > I ' ~ I ,,-,~ ~ ~ TO TOP OF FINISHED 1ST. FLOOR: ~' "' ~"~" , 4'-5' = 32'-0"~" ~ ' 5'-- 8'-5" ~~ 8'-4" -- 34'-6" " " FOUNDATION P~N ~,,.,.,,",,',."',.-. ".,.~ SC,LE: t/4" = r-o' CA LC.: (773.5' / 160.5') ,~,.~J ' ~PRO]E~ NORTH FOUNDATION PLAN {EXISTING) ~ ~ 1 ," ',, ,-' '-, ,,' '-, ,,' '-, iT- ' l~'- ri- I--' '~- 'E' - ~ ...... h ~ ' . ' . ,' ,, ~XS LIFT I ~ ~__ .. .... . . . --~~. PROPOSED WESI ELEVATION SC~L~: ~/~" = ~'-o" .... EXISTING WEST ELEVATION REVISIONS: PROPOSED SOUTH ELEVATION --,-- EXISTING SOUTH ELEVATION SCALE: 1/8"= 1'-0" F--~iSlONS: PROPOSED EAST ELEVATITON SCALE: 1/8" = 1'-0" EXISTING EAST ELEVATION SCALE: 1/8" = 1'-0" PROPOSED NORTH ELEVATION SCALE: 1/8": 1'-0" ---~--~= EXISTING NORTH ELEVATION SCALE: 1/8" = 1,_0,, 3B O" O PRO.1ECT NORTH FOUNDATION PLAN (EXISTING/ EX, (3) 2X12 GIRDER EX, (3) 2X12 GIRDER EXISTING BASEMENT ........ ; ; ....... EX, MECHANICAL RN \ \ \ EXISTING STORAGE EXISTING STORAGE ~ (~ ~A~IN9 W_A,~ EX. GARAGE ¥ ~ ×3~-3" ~ °I ~ PIER ~' BELO'Og ~ ,~,x x EXIST IN / / / q. / / '~' PROJECT NORTH FOUNDATION PLAN SCALE: 1/4": 1'-0' EXIST NEW 6X6 ACQ PO~T ANCHORED TO 12~' DIA, CONC. PIER ON 13'-10' EX. DECK O PRO]ECT NORTH EXISTING 1ST, FLOOR pLAN (2) 9-1/2 ML EX. DINING ROOM OVE EX. LIVING ROOM EX, IqTCHEN -REPLACE EX. HDR.- (2) 2X10 -REPLACE EX, HDR - (2) 2X~O EX. DECK 4' 113/4'' 4'-113/¢' EX. EX. BEDROOM No. 1 EX, BEDROOM No. 2. ATH No. 1 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' ~) PROJECT NORTH 3'-6~A" (2) 2X10 REPLACE EX. HDR,- {ND, X)) 28'-0~/2" EX. DECK RAILING ATTIC BUILD OUT FROM EXISTING 5'-B Y2" 5'- 8~/~" 34'-5" PARTIAL Al-TIC PLAN SCALE: 1/4"= 1'-0' NOTE: INSTALL SPRINKLER SYSTEM AS REQUIRED BY CODE GPRO]ECTNORTH EXISTING 2ND. FLOOR PLAN SCALE', 1/8" ~ 1'-0' 13'-10" NEW DECK EX. DECK EX. BEDROOM No. 3 OPEN EX. BATH No. 2 HALL 12) 2XlO HDR. BATH No. 3 MLBEAM 10'-7" 5-3/~ T 5-3~ 13'-6" BEDROOM No. 5 BEDROOM No, 4 ( -10V:" 2ND. FLOOR PLAN SCALE: 1/4" = ~ PROJECT NORTH 2ND. FLOOR DECK 1ST. FLOOR DECI<. :::: .......................... . ..................................................... ,,~,~,,~,o~.,~..~.~.,~o~..~,~,~ STORM WATER MANAGEMENT DETAILS ,..o=~.~,=~,~,..~,.,,~,.~,,,~,~ PROJECT NORTH ROOF THEN BE ~OV~O ~LTHO~ D[~tN~ THE AT 100% WATER RUNOFF: 347.8 CU. FT. ~"*~"~;~"~"~O~O~O~tO=W"~*~"~O~"~ PROVIDE (2) 8' DIA. X 6' DEEP DR~ELLS N/OF E. F. KING LOT 109 DEVELOPED N 23°23'25'' kY,/50.64'52,0' -- I "'--~" .PROPOSED 2ND. FLOOR DECK t I OVER EXISTING ' fT. FLOOR DF( I I HOUSE I: ~----I ~? j.j.~ I I "---'~'"--'nn--7 ' ,~ "----"~, ~~~N~, ' ~ ~ ' ' D;~':,, ,,,, I b ~ SY~ ~ I ~ ~ DEC K ADDITION: ' f W TH ~LL GODE~ OF FOLLO~NG INSPEOTIONS' ~ EXISTING-- ~ ~ / ' ~ L , , 765-1802 8 AM TO 4 P. FO. THE OON. PL ' - & TOWN CODE81 FOUNDATION- AS ~Ul~ OUGH- F~MING, PLUMBING, ~ ~ STRAPPING, ELECTRICAL&CAULKING OUTHOLD TOWN P~ NN]NG BOARD4 FINAL - CONS~TION & E~CmlC~ ..... ~OLffHOLD ~ ~')~,']~ ~, ~b~'~E;~ ALL ~ON~O~TI~ ' ~n REQUIREMENTS OF ~E CODES OF NEW .... i .Y.S gc~ YORK STATE NOT ~ONSI~ FOR RETAIN STORM WATER RUNOFF / -- ' 5 L r. ncnnqTTD[ 6~,PURSUANT TO CHAPTER 236 ~ ~ SCALE: ~' = 20'-0' ~ ~ ~ ~ CERTIFICATE OF PROPERTY: 31,160 SQ. FT. 0.72 acres DESCRIPTION: SIZE: LOT COVERAGE: EXISTING HOUSE: 1639.8 SQ. FT. 5.3% EXISTING DECK: 983.6 SQ. FT, 3.2% EXISTING PORCH: 102.8 SQ. FT. 0.3% LIVING SPACE ADDITION: ~122.5}SQ. FT. 0.4% 2ND. FLOOR ADDITION: ' -x~.~.~ C.2"~o o ¥ (OVER SPACE BELOW) .~..~,.W~Q' FT.) DECK ADDITION: (27~ SQ. FT. 0.9% 2ND. FLOOR DECK ADDITION:~''-' (OVER DECK BELOW) Q. FT.) LOT COVERAGE TOTALS: 3125.0 SQ. FT. 10.1°/o SCTM # 1000-30-2-52  ~ & WA~RUN~S'NEED SOLDER USED IN WATER SURELY SYSTEM~C~NNOT EXCEED ~10 OF ,I % ~EAD. UNDERWRITERS CERTIF[CA~ REQUIRED PROPOSED SEPTIC SYSTEM LOCATION: DISTANCE DISTANCE SYM.: DESCRIPTION: FROM "A": FROM "8": ST 15010 gal. SEPTIC TANK 23,6' 44.0' LP R' din. X 16' deep LEACHING POOL 32,0' 60.0' r ' ' I m , m mm , 1,q] ~ ' ........ PROPOSED WEST ELEVATION SCALE: ti8": t'-O" ' ;'m mm mm Imm mm'm II mmmmIIm'ml m{ mm mm II ~ mmmmm mm mm mm m;mm:m' ;"~ ' EXISTING WEST ELEVATION I ~ [~ ~ rL,,-~ ..I J ml=.l_ i _.'_ ..... LEa ,]1 T.J.:_. = ._,.::_] .~.L ...... iLL : , ] J/i . ", ," -.~- Il ~%~ .m~d, mm ~m m $~ .~ J~ ~,, Iii II II II II II II II III III II II II II II II II III /I) Illlll Ii ~ .................... ~us~,% , ,~ j ,~: m m IIIIIIlltllllllJlllllll ,-, ,-, . ~?:.,-, III" "'," '" It PROPOSED SOUTH ELEVATION SCALE: 1/8": 1'-0" EXISTING SOUTH ELEVATION SCALE: 1/8" = 1'-0" REVISIONS: 1 J., ~ ~ , ,L.I]~ [ L ..................... __. , --- ] / [ [ '] , i ~ [[ I ] I ,, ,,, ,~::~=,~.~~~IIIllIIt41lLIIIII PROPOSED EAST ELEVATION EXISTING EAST ELEVATION ~ ~s~~ ~ s~: ,,,:. SCALE: 1/8": 1'-0" ,,t ~~ '~ Octob=13, 2010 PROPOSED NORTH ELEVATION SCALE: 1/8" = 1'-0" n EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" REVISIONS: A-4 13'-10" .......... ................. ~ ... -,~ ,,~o .... -~ ~.~..~,~,,~,~LO~ : ~ ~ BEDROOM No. 6 W NDOW ~EL~ T'O 9E CON~RUCTED ~ ~ F EX. (a) ~X12 61RDER { I ~ ~ N~W~EXIST~ I % EXIST m ~::~ m .... 2). TO FOOTINGS ~PRO]E~ NORTH FOUNDATION P~N (EXISTING) 0 O © SCALE: 1/4" = t'-O' NORTH E~STZNG ~ST, FLOOR P~N o~ ~: A-6 13'-10" BUILD OUT FROM EXISTING ~':' EX. DECK . , , . PARTIAL A~IC PLAN SCALE: ~/4"= ~'-0' INSTALL SPRINKLER SYSTEM ~,~¢,?,;~ ¢ - .~ ,, , ,, ,,,,,, 2ND FLOOR P~N ~j, ' , ' , ' ~ ' , ' ', ]~,, j 2), EXT[RJOR ~AL~ TO BE F~MED ~ITH 2X4 DFC2 ~UDS AT 16" O.C,. 7), AND~N~ULATE2x4 ~AL~ALL E~ERIORAT R13, AND INTERIOR ~ALLL 2X6 WAL~ AT RIg ..... 1/4 1 0 '; ' ''" ~PROgECT NORTH A-7 2ND. FLOOR DECK 1ST. FLOOR DECK , REBUILD , ,~EEN ROOF AND WALL ,, ~ REMOVE EXISTING ROOF I'~ ' ]ST, FLOOR DECK ms COM,L~D AN~ rile ~.AINA~ A.,A ~A,IUZE", CONNE~O~S, ~ORK DAY, COVER ~ITH HEAVY-DU~ TARP UNTIL ALL ROOFING I$ A-8 I l'l ~: SE~ION A-A ,, ,, / .. ,, ,, ,,., WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ~ P~R TABLE 160~.1.4, ~.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROT~ON (IF NOT USI~ I~PA~ G~ING) ~ *.- ~:,~,.~, ~x~o ~ ~s,, c ALL P~Em MU~ BE CUT TO S~E ~O R~Y TO USE ON ~Y Nm WINDOWS AND ~OO~ SHU~ MU~ BE MARKED FOR WHAT OPENING IT IS TO COVER. ~l I~~ fi~f?~f~I BATH No. 2 BEDROOM No. 5 I ,,, I SE~ION B B '~ ~."' ' ~LUm,~ sc.m~.,c ~ [ SE~ION C C - ~:::~ ?, ~<~~v' SCALE: : !/II/Il ;ITTIN ROOI NYS ENERGY COMPLIANCE NOTES FOUNDATION: C RA~X/L SPACE: ~,N DO~-/S AND DOORS: THEFLOOROVERAVENTEDCRA~)LSPACECON$TRUCTION, IFAFPLICABLE, MUSTBE INSULATED TO THE SAME R-VALUE A5 A FLOOR OVER AN UNCONDITIONED BASEMENT. ~INDO~ AND DOOR ~ITH ~OOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSli ,). INSULATE HEADEA UNCONDITIONED BA~EMENT~: ! RESc'heck So~e~ Versioin 4,.4.0 2j. SEAL DE,ALL TO THE ROUGH OPENING U~ING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BA$E~ENT. REFER TO PLAN~ FOR REQUIRED R-VALUE. 3,.$EALB~EEN~INDO~/DOOEJAMBANDEOUGHOPENINGWITHACONTINUOU, 2)-'NSU~TETHESTAIA~ELLBE~EENTHIEBASEMENTANDCONDITIONEDFIR,TFLOOE. ~i:om iance 'ical:e BE~ OF LO~-EXPANSION FOAM, OR FO~ BACKER ADD AND CAULK. FIBErGLaS 3). INSULATE HEATING PlPE~ AND AIR DUC~S IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4), SEAL DUCT5 [N BASEMENT. ~INDO~ AND DOOR ~ITH DE.ALL RETURN: 5). ~EAL Ale LEAKS IN THE FLOOE SYSTEM 81~EEN THE BASEMENT AND THE FIRST FLOOR, SUCH A~ ~IRING AND PLUMBING PENE~TIONS, AND ~EATHER STRIPPING ON THE 1). CAULK JOINT B~EEN OPENING F~ME AND ROUGH OPENING. BASEMENT DOOR. 2J. DO NOT USE HIGH-EXPANSION FOAM, IT MAY CAUSE BO~ING O~ OPENING FRAME AND VOID THE ~AR~N~. FRAMING: SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBIN D ELK T ICAL: ~), CAULK EXTERIOR SHEATHING TO TOE P~TE ~HEN A~EMBLING FRAMING. SEALING PENET~TIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIS~ AND ~Y 5UBFLOOR OVER. ~'~' ~ ~ ~ ~ C~:~ ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MU~ 3). CAULK SILL PLATE TO EXTERIOR ~HEATHIING ~HEN NAILING IN PLACE. C~~ BE SEALED. 4). CAULK OR USE ADHESIVE BE~EEN DR~ALL AND TOE PLATE. RECESSED LIGHTS: SEALING BAND JOISTS A~ER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE ~TED FOR INSULATION 1). INSERT RIGID FOAM BLOCK~ ON INSIDE OF BA~5 IN FLOOR JOISTS, ALONG CONTACT ("lC" ~TED), AND MU~ BE AIRTIGHT AS OUTUNED IN ECCCNYS 5023.3. EXTERIOR PERIMETER, AND FLUSH ~lT~ SILL P~TE. SPECIFIED FOR THE 5Y~EM TO BE RATED FOR AIRTIGHTNESi THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS ~ITH A LABEL THAT REFERENCES THIS 1~. FLOOR DECK: A~M ~ANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSU~TE JOIST CAVITIEL BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHT~. ~). INSULATION TO BE SUPPORTED ~ITH ~IlRE RODS. ~'~1~ SERVICE ~ATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED ~ITH CONVENTIONAL STAND ALON~ OR INDIRECT SANDWICH RIGID [N~U~TION B~EEN HIEADE~ COMPONENTS IF HEADER FIRED HOT ~ATER TANKS, HEAT TRAPS (IF NOT INTEG~L TO THE ~ATER HEATER) MATERIAL I~ THINNER THAN ~ALL CAVIl. MU~ BE INSTALLED ON BOTH THE INL~ AND OUTL~ SIDE~ OF THE ~ATER HEATER. ALL PIPE~ RECIACULATING HOT ~ATER PiPE LOOPS MUST BE IN~U~TED TO LIMIT ~DDER BLOCKING FOR INTERIOR PARTITION ~AL~: HEAT LOSS. GENERALLY. 1/2" OF INSU~TION IS SUFFICIENT FOR PIPES LESS THAN 1" ii. PROVIDE HORIZONTAL BLOCKING AT 48'" O.C, AND AS NEEDED FOR NAILERL IN DIAM~ER. CIRCU~TION PUMPS MUST BE EQUIPPED ~ITH SHUTOFFS, 2). FIT CAVITY INSU~TION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOSOM P~TE FOR BASEBOARD TR~M. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4j. TOENAIL [NTERIO~ PARTITION STUD TO TOP AND BOSOM PLATES. PROVIDE ADEQUATE AIR BAR~IER BEFORE IN~ALLING THE UNIT. THIS INCLUDES ~ ~ j ~ ~ ~ ~ ~ ~,~,~ ~ ~ ~j,,~~ INSU~TION AND VAPOR R~ARDER AS ~ELL. CAVITY SEALING ON EXTERIOR ~ALL: J HEATING. VENTI~TJON AND AIR-CONDmONING (HVAC) SEAL ALL EDGES TO MAKE AIR BARRIER CON'TINUOUI HEATHEAT Los~LOSS CALCU~TIoNsCALCU~TION~ Mu~AND SYSTEMBE DONESIZING:IN ACCORDANCE TO ECCCNYS 503.3.1. 1). SEAL ALL PEN~RATIONS THROUGH THE 'BLOCKING AND THE SUBFLOOR, , 2). $EAL SOFFIT AND BAND JOl~ ~ELL ENOIUGH TO PREVENT ~IND~A~HING. HVAC $Y~EM EFFICIENCIES: 3). 5EAL SUBFLOOR JOIST5 ~ITH ADHESIVE. i THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SY~TEM~ ARE GIVEN IN 4). SEAL INTEA~ECTION ~EEN JOl~S AND ~ALL ~TH SOLID BLOCKING. THE ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLO~ FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING P~TE. ~ ~ ~.~ MINIMUM EFFICIENCY STANDARDS. A~ACHED GARAGE: HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLO~OR PENETRATIONS ABOVE GARAGE CONTROLS MUST BE IN ACCORDANCE ~ITH ECCCNYS503.3.2 AND 503.3,5. TEMPERATURE CEILING WITH ADHESIVE. CONTRO~ MUST INCLUDE THE CAPACi~ TO BE S~ TO 55 DEGREES OR LO~R 2) JEAL GARAGE CEILING FRAMING AND D~ALL TO KEEP OUTSIDE AIR FROM (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING), THERMO~AT$ USED TO CONTROL PIPE AND DU~S. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). SEAL ALL PEN~TIONS THROUGH BLO,CKING. 4), PROVIDE BOTH INTERIOR AND EXTERIO~ AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MU~T HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUC[E POTENTIAL PROBLEMf ~ ~: '~ ~ ~.~ '1~ PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BE~EEN 30 AND 60% RELATIVE HUMIDLY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRE$~ OUTDOOR DROPPED SOFFIT ON INTERIOR ~ALL: TEMPERATURE, USE PLYWOOD, DR~ALL OR THIN PROFILE ~TRUCTURAL ~HEATHING, CAULK AT ALL MECHANICAL VENTI~TION SYSTEMS MU~ HAVE CONTROLS TO SHUT DO~N WHEN TOP P~TEf VSNTI~TION I$ NOT REQUlAED. ~HEN THE ~YSTEM I$ ~HUT DO~N. AUTOMATIC INTERIOR SOFFIT ON EXTERIOR ~ALL: GRAVIS-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAU~ MUST BE CLOSED. 1), ~EAL ALL PENETRATIONS THROUGH THE AIR BARRIER. DUCTS AND PIPES: 2). F~INGHANG DR~ALLiNTERioROR 5OFFIT~OTHER AIRoR UTILITyBARRIERcHASEs.ON THE ~ALLS AND CEILING BEFORE DUCT AND PIPE INSU~TJON IS REQUIRED FOR ALL HVAC DUC~ORK AND PIPES IN 3). ~EAL AIR BAR~IER JOINTS INSIDE TH~ SOFIF[T OR CHASE. UNCONDITIONED 'PACES, A' ]NDICATED IN ECCCNY~ 503.3.3. FLEX DUCT MU~T HAVE R-VALUE ~EL~ ON THE OUT~IDE JACKET (ECCCNY$ 302.5.3), ~EE ~ALL SUPPORTING ROOF: DUCTS AND PiPE5 IN UNCONDITIONED A~IC[, GARAGES, BASEMENTS AND CRA~L$PACE/ 1). ~HEATH ~ALL B~EEN ~ALL AND RAFTERS AND INSULATE ~AL~ TO MUST BE INSULTED. ~HENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULTED ENVELOPE OF THE HOUSE. PREVENT ~IND ~ASHING. 2). IF ~FTER5 ARE SUPPORTED BY ~ALL P~TE U~E INSU~TION BAFFLES. IF HEATING DUCT~ ARE IN~ALLED IN OUTSIDE ~ALLS THE IN~TALLER MU~T PROVIDE BAFFLES ARE TO CONTINUE UP RAFTEAS PA~ THE KNEE ~ALL INTER~ECTION. R-14 RIGID INSULATION BE~EEN DUCT AND E~ERIOR SHEATHING. 3). PROVIDE BLOCKING B~EEN ~FTE~ A~D FLOOR JOl~ ABOVE EXTERIOR DUCT SEALINg: iNSU b TE. DUCT SEALING IS REQUIRED ON ALL LO~-PRE$SURE DUCT~ORK (ECCCNYS 503,3.4). ALL PORTION5 OF STUD BAYS OR JOIST CAVITIES USED AS DUC~ORK MUST ALSO BE FULL LOFT: SEALED. ALL CONNECTIONS AND SEAMS (EXCE~ LONGITUDINAL JOINTS THAT LOCK) INSU~TION SHOULD BE FLUFFED TO IT$ FULL THICKNESS, NOT COMPRESSED, AND ~'~ MU~ BE SEALED ~ITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR ~CALLOPED AT EDGEf TAPE5 MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 1818 MAY 8E USED FOR FLEX DUCTS. DUCT TAPE I$ NOT ALLO~ED FOR DUCT FILL THE CAVIl: SEALING. INSU~TION SHOULD BE SNUG IN CONTACT ~ITH ALL ~ALL STUDS, P~TES, SHEATHING AND DR~ALL. IN CEILING AND FLOORS, IT SIHOULD BE IN CONTACT ~ITH THE DR~ALL O ~RI~EN MATERIAL~: OR $UBFLOOR, AND EXTEND ALL THE ~AY TO JOl~ ON BOTH SIDES ~ITHOUT GAPS. ~RI~EN MATERIALS DESCRIBING REGU~R MAINTENANCE ACTIONS MUST BE LEFT ~"'~' ~ITH ALL HVAC AND ~ATER HEATING EQUIPMENT (ECCCNYS 102,3). A ~BEL REFERENCE CUT AROUND OBSTACLES: TO SUCH MATERIAL I$ A~O ACCEPTABLE, IN$U~TION SHOULD BE SPILT AROUND ~IRE$ AND SMALL PIPES; CUT AROUND ELECTRICAL BOXE~, ~RGER PIPES AND OTHE~ OBSTACLES; AND SPLIT OVER CRO~ REDUCED MOI~URE: BRIDGING IN FLOORS. N~ER ~UFF INSULATI~ON TO G~ IT TO FIT. EVERY BATHROOM 15 TO HAVE A FAN THAT EXHAUSTS TO OUTDOORI G,C. TO CONFIRM THAT THE FAN ACTUALLY ~ORK$; USE RIGID OR FLEXIBLE M~AL DUCTS AND KEEP RUNS A~ SHORT DOCUMENTATION OF R-VALUES: AS POSSIBLE. KITCHEN RANGE HOOD~ SHOULD BE EXHAUSTED TO OUTDOORi ESPECIALLY FACED OR UNFACED FIBERG~SS BA~S, AND IRIGID FOAM IN~U~TION MUST BE IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBILE TO THE BUILDING INSPECTOR. VENTI~TION: ACCESS OPENINGS: MECHANICAL VENTI~TION TO BE IN ACCORDANCE ~ITH ASHRAE STANDARD 62-2003 AND A~IC HATCHES, SCU~LES, PULLDO~N STAIRS, etc. MUST BE INSULTED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ~AME R-VALUE A~ THE SURROUNDING AREA. ~ I VENTILATION RATES. ~ .............................................................................................. ~ - KITCHEN EXHAU~ FANS SHALL HAVE A MINIMUM VENTI~TION RATE OF 100 CFM CATHEDRAL CEILINGS: ~ ~,~ ~'~" '~ INT'RMI~ENT OF 25 CFM CONTINUOU' AND BATHROOM EXHAU~ FANS 5HALL HAVE 1). PROVID~ 1" CHANNEL FOR AIR FLO~ A'OVE IN'U~TION. ~ND~ ROOF 'HEATHING. 2). PROVIDE BLOCKING 8~EEN RAFTER5 OVER WALL PLATE. A-10 WIND LOAD PATH C ONNEC TION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. K;NG STUBS "( ) ~ RAFTER JACK STUBS -- ~) ~ ! SILL PLATE(S) 0 i ' WALL SHEATFIIND RAFTERS MAiNTAiN >/ BETWEEN WALL FINISI-I AND MINIMUM NET FREE VENTfLATING AREA INSTALL 40 O.O /// /. ~ ~. WALL STUB 0 NOT LESS THAN 1/150 OF TNE AREA OF CUTTER 4" - 8" LSTA,4 , 1/4"x24" 2gSa. STRAP AND dACK STUBS < ~ / ~/ ~ ~' SHALL BE COVERED WITH CORROSION- O~ ~ON~;'TIN' SCREENED . . ' % ,~ /~ /~ FEASH'NG TO FORM CHANNEL DN ALL OPENINGS --~~--~I EACH RAFTER ~ ~ -~ % 1 CONe. SLAa ~. ~ 'i~¢:&N-~ ~ ¢ ~ SfEEL BEAM ,'& ~ / , ' , ~ l~~ ROOFING LAPS ', ~'~ TOP AND BOTTOM PLATE  ~ aEINFORC NG BAR (SLAB_ON_GRADE) 1-2 STORIES 57" OC ROOF JACKS A VENTS DETAIL I / ~x6 m/m WWM ~ ~ I/fi, oo. 0 ~3* ~,, - FYPIC AL CONe. MONOLITHIC FOUNDATION. REINFORCE WITH (2),4 REINFORCING 8ARS THICKENREiNFORcESLABSFooTiNGBENEATHwiTHBEARING(,) '' REINFORCINGWALLS AND COLUMNS.OARS. SHIMS TO LEaL BEAM BEAM POCKET KING STUBS "( ) 0 ENDWALL RAFTER / ~ " BOTTOM PLATE : ° HEADER - LEDGER BA rHTUB DOUBLE JOIST SIDEWALL ~ RAFTER JACK STUBS -- ~) ~ ! :LOOR USP NUMBER DESCRIPTION APPLICATION IST, ADS5 ~OLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS '~, ANCHOR TO FOUNDATION W/ ANCHOR BOLTS -* / BATH / SPA TUBS ro HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER DESCRIPTION APPLICATION LOCATION JSP NUMBER DESCRIPTION APPWCATION ~AFTER SIZE USP NUMBER DESCRJPTfON APPLICATION SUPPORT EACH WALL RUhlNING PARALLEL WlTN TFIE FLOOR -IOLD DO~ BOTN BOT. PLA~ OF 2ND FLOOR AMD TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2NO. ADS5 ANCHOR PLATES OF 1ST FLOOR. CONNECT THROUGH ALL OPEN[NGS LSTA12 1 1/4"x12" 20gm STRAP APPLY TO EACH JACK S~D ROOF LSTA24 1-1/&"x24" 20ga. STRAP APPLY O~R RIDGE TO EACH RAFTER 2~6-2xB LS26 1BSa. SLOPE HANGER APPLY TO EACH RAFTER // LEDGER FOR JOIST NOT DIREC%Y UNDER PARALLEL WALLS. PROVIDE 'HE FLOORS TO EACH O~ER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY ~0 EACH CRIPPLE STUD 2x~o LS210 1BSa. SLOPE HANGER ~PPLY TO EACH RAFTER // LEDGER BLOCKING ¢24"0C ~~ THROUGH-ROOF EXHAUST VENTS SELECTED AND CATED BY CONTRACTOR METAL STRAP RIM BOARD 0 CHIMNEY AsVENTILATIONREQUIREDCHANNEL RAFTER SILL PLATE(S) ~ , ' WALL SHEATFIING RAFTERS MAINTAIN AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ~ ATTIC SHALL BE PROVIDED ~TFI A ~ ~ ~ FASCIA ~ /~ >/ BETWEEN WALL F~NISN AND MINIMUM NET FREE VEN~LATING AREA , /. ~. WALL STUD 0 NOT LESS THAN 1/150 OF TNE AREA OF GUTTER INSTALL 40 O.O ~ / ~/ ~ ~, SHALL BE COVERED WITH CORROSION- O~ ~ON~;,TIN. SCREENED , . ' ~ ,~ /~ /~ FEASH'NG TO FORM CHANNEL ON ALL OPENINGS __~~__~ EACH RAFTER ~' ~ NEOpreNE ~ ..... '". ~ ~ WOOD JOISTS ~ ~ -~ x 1 CONe. SLAB ~. ~ ~i~:AN-~ ~ ¢ ~ SfEEL BEAM ,'A ~ / ' ' / ~ l~~ ROOFING LAPS ', ~'~ TOP AND BOTTOM PLATE L  ~ ~EiNFORC NG BAR 6X6 10/10 WWM GARAGE '1 ////' JOIST , ; ' ' 1/2" AIR SDACE %,~ ~ ~ & I ~ ~ ' & '1 ."" , , , , (WITH A NAILING PLATE IF NEEDED) · 4 ~ ~RBNFORCI~G BAR% · ~ '~ RE~NFORCIN6 BAR ~b ~ , ~ ,~'~ ' - ~ ~ ~:~4:'~ PLATE (BOL~D TO BE?,~ A-11 fLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" 0 C. 4" B" LSTA38 1-1/4"x36" 18ga, STRAP AND JACK STUDS )N ALL OPENINGS INSTALL 4'0" O.C. 8" - 15" MSTA4B 1-1/4"x48" 169o. STRAP AND JACK STUDS ON ALE OPENINGS FOUNDATION 5/8" [DIA. ANCHOR BOLT ANCHOR BOLT CONNECTIOR SUPPORIING MAXIMUM SPACING SILL PLATE TO FOUNDATION 72" OC (CRAWL SPACE QR FOUNDATION) 1 STORY SILL PLATE TO FOUNDATION 36" OC (CRAWL SPACE OR FOUNDATION) 2 STORIES NALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2 STORIES 57" OC WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLO'O~ING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RE~L~TANT CON~'RUCTION. FOLLO~X/MANUFACTURE'~; RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ~Y P~IC BASE ON COMPACTED GRAVEL ~ L~EL BA~E A-12 JOINT DESCRIPTION NAtJL NAIL QT~. ~PACING NOTES JOIST TO: PER TOE G :'x: x O'' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 'J' '~ ~J 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION RB RESIDENTIAL 1-1/4" x 20 gauge strap shall be attacl~d to each pair of raftere in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL D'SOELLING When a collar tie Ss used in leu of a ridge strap, the number o,f 1Od common nails required I QTY. SPACING BUILDING HEIGHT (SEE PLANS) CON STRU CTION NOTES: i, each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. ,, RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL I I TOP pLATE 10' WALL: 4-Bd COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: i ' TOTAL SQ. FT. OF CONSTRUCTION ISLE PLANS) intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear walt connections for rafter, ceiling or truss to top plate shall be in , CEILING JOIST B' WALL: 3-8d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3,3. When a rafter or truss do not fuji in lilne with studs below, rafters ' TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL PRESCRIPTIVE AS PER N,Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes, The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to : CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL construcfion details and procedures to ensure a professionally finished, structurally the to the wall stud wRh uplift connections. Roofs overhangir~g the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that ali work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and [oral codes, ordinances and regulations, etc. Wail studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fal[l in line with studs below, the TO RAFTER WFCM - SBC END NAIL A~rlCS w/o STORAGE l0 should be adhered to even [f in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 EACH END (LIVE LOADS PSF) 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON ROOMS tOTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4)- WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift I ROOMS (SLEEPING) 30 4), The designer has not been engaged for construction supervision and assumes ,o connectors. Steel straps shall have a minimum embedment of 7 inches in concrete [ WALL F RAMIN G: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAiL NAIL GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with fhe anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DmaNnD POR CAT. C) specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a, In addition to spacing, TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOF FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners,anch°r bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE iNTERSECTiONS ;4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO i 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's speciflcetions and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD j2 - 1Bd COMMOh O,C. NAIL Sym.: affached with fid common nails at 6', o.c. at the panel edges and 12" o,c, in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all buift-in items I/Z inch gypsum wallboard on the interior aRached with 5d cooler nails at 7" o.c, at panel HEADER TO 16d COMMON lB" O.C, FACE (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc, edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b, TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END 8). Wind load requirements shaU be taken into account during construction. PLATE TO STUD ~ 3- 16d COMMOh PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: J'TYPEBEXTER ORSHEARWALLCONNECT ONS: BOTTOM PLATE TO: pER EACENA L CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Type Il exterior shearwalls shall meet the requirements of table 3.15e-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMOh FOOT SEE NOTE: 1,2 , 1). The General Contractor and Mason to review plans, elevetions, details and notes ta length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC ! FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY i DESIGN UNDERLAYMENT HAZARDS LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when NAIL J NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalJs are used, Sheathing and connections shall hie in accordance with JOINT DESCRIPTION QT~.J SPACING NOTES 20 LBS, 120 B SEVERE g FT. MODERATE SLIGHTTO 11 NONE PER TOE TO HEAVY MODERATE 3). Provide l/2" expansion joint meterial between concrete slabs and abutting 2.4.4,2 and 2.2.4 respecflvely. JOIST TO: 4- Bd COMMONi JOIST NAIL concrete or masonry walls occuring in exterior or unheated interior areas.8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: S LL, TOP PLATE OR G RDER , ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with upliffc connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5, Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMOb END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with//5 re-bar, 18" long at 12" o.c,. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5], Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOIST 2 - 8d COMMOh END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 6" O,C, SEE NOTES; 1.3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs B). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch Jhick. All fill to be compacted to 95 ¥o relative den ity with Where a ridge is to be used as a structural beam, the rafters sh~all either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMOI' BLOCK NAIL ' NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wail shall be be LEDGER STRIP GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.£ 8d COMMON 8x166)' CraWlcast ironSpaceSfoundationt° be providedvent forWitheverya minimum150 sq. ft.18"x24"of area.access opening. Install one attached with the above requirements. TO BEAM 3 - ?6d COMMOI' I JOIsTEACH FACENAiL , NOTES PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AN D COVERED PORCH NOTES: JO ST ON LEDGER 3- Bd COMMOn' JO ST TO BEAM NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PER END theN'Y'S'belowResidentialgrade portionC°nstructi°nof exteriorC°de'wallsA 6-milprior polyethyleneto backfilling.film shall be applied over All1)' Unlessfasteners,otherwisehangersnoted,and anchorsall framingto bematerialgalvinizedt° beor//lstainlessACQ steel.pressure treated lumber. ! BANDTo JOIsTJOIST 3 - 16d COMMOI' , JOIST NAIL I). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone a~achments required shall be used. 8). Drainage as per section R405 of N.Y.$. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with wash,ers end nuts. BAND JOIST TO: 2 - 16d COMMOi' FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored i SILL OR TOP PLATE 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTES into concrete with a m nimum 1/2" 7" long anchor bolt fih washers and nuts. ROOF SH LATHING: For framing members with <0.42 <G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" die x B" long anchor bolt with washers an~d nuts, Footings Shall be 3 ff. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For below grade. Porches v~th covered roofs shall have 12" dia. ooncrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be//2 + BTR. WFCM- SBC WALL SHEATHINGREQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking et 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. J NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with I/2" dia. bolts with was,hers and nuts i JOINT DESCRIPTION QTY, SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) ,., O.C. EDOE NOTE:2 FOR PANEL F,ELD where needed. GYPSUM 5d COOLERS 10" O.C. HELD INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTE: 3 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #Z + BTR, Doug. Fir. WALLBOARD Bearing wall headers to have (Z) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHLATHING:NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'l and 6'O and Zx6 wali openings between B'll and B'9. Provide fire ; to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING B). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURALpANELS 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall WFCM - SBC be used. anchors where applicable to als connecting joists,PLUMBING NOTES osB COMMON 6), Double up floor joists under walls that run parallel to the floor joist and under bathtuE 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential pLYX,~OOD 6~ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted I Construction Code. GYPSUM Bd COOLERS ?" O.C. EDGE G>0.49, For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD tO" O.C . FIELD 3). For exterior panel siding, gal~inized box nails shall be permitted to be substituted for common nails. 7). Provide 2- 1-3/4" thick microlams ( height to match Boor joists) around stairwell and/o, 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SH LATHING: NOTE: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installetion for any plumbing related work, NAIL NAiL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURALi, OR LEssPANELS Bd COMMO~ 12"~" O.C.o.c. EDGEF~EL~ EXISTING CONDITIONS. MINIMUM 3000//CAPACITY. Provide blockin /bfidging in floorio sts at BO o.c.. Use solid b ock ng in floorio sts HVAC SYSTEM NOTES under all bearing wans. ~)~Mechanica~Sub~~ntract~r~sres~~ns~b~ef~radhearingt~a~llap~~icab~ec~desandsafety NOTES: ,L,N AL,-Co: ETEC Oe,N TO ^ S,E LOOR. 10). Provide insulation baffles at cave vents between rafters. Install draft blocking as requirements' THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing sac,on R6a~.8 - RRERLOClFJNG REQUIRED 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfioor Contractor and owner for final review and approval, is nailed 3" on.center at the panel edge to obtain higher ~nct to form a~ eff~ctl~ fire, b~rrl~r between ~tor[e~. ~nd between ~ top ~erv ~nd the raGS adhered with PL400 adhesive and screwed to Boor joists. Finished floor to be installed ELECTRICAL N GTE S: members shah be doubled, or alter, ate connectors, I). In to.celled ,p~ce, o' ~tud w.ll, ~nd p~rliflon,. Includ,hg fg,,ed sp~c.,..t ,h~ ,~lling ,nd floor 13). All bethroom walls to have 1/2" thick moisture-~esistant sh~trock. Garage walls and 2). When web sheathing is continuous over connected ce[ling~ and over furnace to have 5/8" thick type-x sheetrock. All other pa~ of building 2). Ali electrical work shall be approved by a qualified Underwriter. members,the t~buleted num6er of nail~ shall be permitted =). At all interccnneC~n~ be~ee~ ~ncell~d verfl<~l ~nd horizontal spac~ such a~ occur ~t tO have regular 1/2" sheetrock, All walls to be t~ped and finished, to be reduced tol . 16d nail per foot. torch down type ~eteria~ over. ,~me and pradu~, of co,mbu~,on. NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO B' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-Bd COMMON RAFTER CEILING JOIST B' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOiST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENT[AL DWELLING BUILDING HEIGHT (SEE PLANS) TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) PRESCRIPTIVE AS PER N,Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 2006 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. gALCONIES 60 DECKS 40 A'FI-ICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAIL$ (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESlONED FOR CAT, C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL 2 - 16d COMMOh TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE ;4 - 16d COMMOi~ INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE 2 - 16d COMMOh STUD O.C. NAIL HEADER TO 16" O.C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3- 16d COMMOh PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOh FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE [ 11 NONE NAIL NAIL JOINT DESCRIPTION NOTES QT~. SPACING JOIST TO: PER TOE 4 - Bd COMMO~ SILL, TOP PLATE OR GIRDER JOIST NAiL BRIDGING EACH TOE TO JOIST 2 - 8d COMMOb END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMOh END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOI' BLOCK NAIL LEDGER STRIP EACH FACE 3 - ?6d COMMOI~ TO BEAM JOIsT NAIL JOIST ON LEDGER PER TOE 3 - 8d COMMOh TO BEAM JOIST NAIL BAND JOIST PER END 3 - 16d COMMOI' TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMOi' PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.( 8d COMMON @ 6'" O.C. SEE NOTES: t,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" O,C, SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMON PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" O,C. EDGE PLYWOOD 6I' O.C, FIELD GYPSUM 7" O.C. EDGE 5d COOLERS WALLBOARD tO" O.C, FIELD