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Home My WebLink About36058-ZTown of Southoid Annex 54375 Main Road Southoid, New York 11971 7/19/2011 CERTIFICATE OF OCCUPANCY No: 35071 Date: 7/19/2011 THIS CERTIHES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 7080 GREAT PECONIC BAY BLVD LAUREL, Sec/Block/Lot: 126.-11-7 Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/27/2010 pursuant to which Building Permit No. 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 addition, including covered porch and second story balconies, to an existing one family dwelling as applied for per ZBA #6214, dated 11/13/08. Lot No. filed in this officed dated 36058 dated 11/30/2010 The certificate is issued to Shannon, Joan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED FOP~M NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUII/)ING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36058 Z Date NOVEMBER 30, 2010 Permission is hereby granted to: JOAN E SH/kNNON NEW YORK, NY 10016 for : ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6214 & TRUSTEES PMTS. 7273 & 7384 AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 126 Block pursuant to application dated OCTOBER 27, 2010 Building Inspector to expire on MAY 30, 7080 GREAT PECONIC BAY BLVD LAUREL 0011 Lot No. 007 and approved by the 2012. Fee $ 1,248.80 Authorized Sig'natuJe 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 of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S.9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. F~r existing bui~dings (pri~r t~ Apri~ 9~ ~957) n~n-c~nf~rming uses~ ~r buildings and ``pre-existing~~ land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and co~sent 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 $15.00, Commercial $15.00 New Construction: Location of Property: 70 oe ~ House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Old or Pre-existing Building: Permit No. '~,~ 0 ~-~ Health Dept. Approval: Planning Board Approval: Date. (check one) Street Hamlet ( ~ ~ Block ( f Lot ~ Filed Map. Lot: Date of Permit. Applicant: ~'~'~ t_-'~ ~.../~ ~ Underwriters Approval: Request for: Fee Submitted: Temporary Certificate Final Certificate: (check one) Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger, richert(~,town.so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Shannon ~,ddress: 7080 Peconic Bay Brvd City: Laurel St: NY Zip: 11948 Suilding Permit #: 36058 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 2ontractor: DBA: REP Electric License No: 46288-me SITE DETAILS Office Use Only Residential [~ Ind°°r l~ Basement ~ Service Only [~ Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures ~] HIDFixtureSr~l~ Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture I I Pumps Transformer Appliances Dryer Recpt Emergency Fixturesl I Time Clocks Disconnect Switches Twist Lock Exit Fixtures LI TVSS Other Equipment: 1-combination CO/smoke detector, 1-paddle fan Inspector Signature: Date: June 21 2011 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [~]~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-.','f INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F/~OUNDATION 1ST [ ] ROUGH PLBG. / [~/] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RREIF.~ISl'~T~NS'n~UOTION [ ] FmERESlSTANTPl~IETRATION REMARKS: ~ ~-c~. ~'/ ~-~" DATE INSPECTOR'~/~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI?!ON [] FOUNDATION 1ST [/']"ROUGH PLBG. [] FO~I~DATION 2ND [ ] INSULATION [~/]'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,', ~" INSPECTION [ ] RRER ,_~AN~ CONSTRUCTION [ ] RRE RESIST,~IT PENETRATION REMARKS: ~~~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST ~ ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]IqI~IIE~I~TAMTIXI#~I~ [ ]RI~IlJ~TAIITPrdtJTRATIOII REMARKS: /r~~l~, ~ / INSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j.] ~R~SPECTION/~ [ ] fiRE REmT~T C0NS~UCn0fl[~RE REmTANT PEXETRA~0. REMARKS: DATE'~/-~// /~ INSPECTOR-~~/~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAP~NG ] FIREPLACE & CHIMNEY [ [ ] ~.,~'~r~mtm'mi [ [ ] ROUGH PLBG. ~IN~-U LATI ON [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~ 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 ~j~ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE iNSPECTOR~ '~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~'~FINAL [ ] FIRE SAFETY INSPECTION ] RIlE RESIST~I~r CONSTRUCTION [ ] RRE RESISTANT FENETRATION REMARKS: __INSPECTOR~ DATE ~ f / ~ - l/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION (ROUGH) [/~]ELECTRICAL (FINAL) ELECTRICAL REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (6~1) FAX: (631) 765-9.~02 SoutholdTown. NorthForlcnet Exarmned Disapproved BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans FIo~d Permit OCT 2 7 2010 Date 20~ INSTRUCTIONS ~.~ MUST ~ ~ ~mplc~ly ~l~ ~ by ~ ~ ~ ~ ~d su~i~ ~ ~e B~ ~or ~ 4 ~ o~~t pl~ m s~g F~ ~r~ m ~. mot pl~ ~g Io~fion of lot ~d of ~fl~ on ~i~, ~l~io~p to ~jo~i~g ~ or ~blie s~ or c. ~e work ~v~d by ~g ~li~on may not ~ ~en~ ~fom ~ of B~g Pe~it. d. U~ a~v~ of~is ~li~o~ &e B~g Ins~r will issue a 8~l~g Pe~it to &e ~pli~t. Su~ a ~it shill ~ k~t on ~e ~mis~ avml~lc for ~ion ~oat ~e wo&. e. No buil~g ~fll ~ ~upied or ~d in whole or m p~ for ~y p~ ~ so ~ ~ffi ~e B~l~g Inset is~ a C~ficme of~p~. E Ev~ b~g ~it ~l exp~ if~ wo~ ~ h~ ~t ~ ~ 12 mon~ afl~ ~ ~ of iss~ or hm not ~ ~mplemd ~ lg mon~ ~m s~h ~. If no ~n~ ~ or o~ reg~om ~ect mg ~e pro~ ~ve ~ ~a~ ~ ~e ~. &e Bulldog [m~or may au&o~. ~ ~g, &e e~sion of ~e ~it for ~ ad~fion s~ mon~. ~r. a new ~it ~ ~ mq~ APPLICATION IS HE.BY MADE to &e B~l~g ~ent for &e i~u~ ora B~l~g Pe~t p~u~t to ~e B~l~ng Zone ~n~ of ~e To~ of Sou~ol~ Suffolk Co~. New Yo~ ~d o&~ ~li~le La~, ~m~s or Reg~om, for ~e ~ns~on of buil~gs, ad.flora, or ~om or for r~ovfl or ~olifion m h~ ~. ~e ~li~t ~s to ~mply wi& fll a~li~ble la~, orang ~g ~. ho~ ~&, ~d ~g~om. ~d ~ a~it ~&o~ ~ on ~i~ md ~ ~g ~r ne~ ~om. ~ (Si~ of ~pli~t 6r ~e~ if a ~ion) State wh~r applimt is o~, l~ss~, ~n~ ~hitoc~ angin~r, gan~ ~n~tor, ~l~ci~, pl~ or boild~ Nam¢ofownerofpi~mises ~A/ ~. 5~/~1~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly anlhofized officer (Nmne and title of corporate officer) Builders License No. q0 7~ Plumbers License No. Eloctricians License No. Other Trade's License No. County Tax Map No. 1000 Section / ~ ~:~ Block I / Lot O0 '7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of promises and intended use and o¥cupancy of proposer[ c~ons~tmction: a. Existing use and occupancy ..~/'~ ~,,.~ .~".,4-~, ~d c'~Joo ,t.J..,~J - b. [ntunded use and occupancy ~t~[~ ~s..~,,,t,..t 3. Nature of work (check which applicable): New Buildin& Addition Alteration Repair Removal Demolition Other Work e~ (Description) 4. Estimated Cost /SO,, O0 a,.,- Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Nmber of dwelling units on each floor If garage, number of cam 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions &existing structures, if any: Front ~l:~g:~:t~ ' Rear~" ~ · Depth Heioht Number of stories~ Oimenaiona~qf ~ame atmO~ure with alterations or additions: Front ~'1~~ Depth _'-3 ~ t Height. 2- o~ r Number of Stories Height ~,0~ ' Number of Stories ~- 9. Sizeofiot:Front Dep r teofV l 1. Zone or use district in which premises are situated 12. Does proposed construction violate any ~/ning law, ordinance or regulation? YES NO t~ 13. Will lot be m-graded? YES NO~'/[x,~Will excess fill be removed from premises? YES NO 14, Names of Owner of pre~.'~-.~r-aqrttCg'R~eAddress 7F~'O X~. ~'~ Phone No. NameofArchitect .~4eJ~-~ _~'.a~te[~'f'~'..6,ddress ~,~,~ld/~-.O. PhoneNo Name of Contractor AddresslO~ ,~q:>]c" b'nF ~.. Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESES_ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT~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 topogxaphical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · 1F YES, PROV1DE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) No~/N° O. BUNOH No. 01BUeleS0e0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ~. (s).¢i, the -/ (Contractor, Ageal~ Co~porrate Office, etc.) of said owner or owners, and is duly author/zed to perform or have performed the said work ~nd to make and file this application; that all statements contained m th/s application are true to the best of his knowledge and belief; ~md that the work will be performed in the manner set forth in the application filed therewith. Signature of A~t BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7273 DATE: APRIL 21, 2010 ISSUED TO: JOAN E. SHANNON PROPERTY ADDRESS: 7080 PECONIC BAY BLVD.~ LAUREL SCTM#126-11-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with thc Resolution of the Board of Trustees adopted at the meeting held on April 21~ 2010 in consideration of application fee in the sum of $250.00 paid by Joan E. Shannon and subject to the Terms and Conditions as stated in thc Resolution, the Southold Town Board of Trnstees authorizes and thc following: Wetland Permit to remove the existing roof and expand the second-floor existing footprint; construct new covered porch on the landward side of the existing dwblling; and install drywells for proposed dwelling and existing detached depicted on the site plan prepared by Robert Stromski last revised 12/11/07. IN WITNESS WHEREOF, thc said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of thc said Board as of this date. Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. FAng Dave Bergen John Bredemeyer Town Hall Annex 54375MainRoad P.O. Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0666C Date: July 8~ 2011 THIS CERTIFIES that the removal of the existing roof and expand the second-floor within the existing footprint; construct new covered porch, gutters to leaders to drywells on the dwelling and detached garage At 7080 Peconic Bay Boulevard, Laurel, New York Suffolk County Tax Map # 126-11-7 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated March 31, 2010 pursuant to which Trustees Wetland Permit #7273 Dated April 21,2010 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of the existing roof and expand the second-floor within the existing footprint; construct new covered porch, gutters to leaders to drgwells on the dwelling and detached garage The certificate is issued to JOAN E. SHANNON owner of the aforesaid property. New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY ~ Stony Brook, 50 CiroJe Road, Stony Brook, NY 11790 - 3409 Phone: (83t) 444-0403 · FAX: (631) 444-0360 Webslte: wwv.deo.sta~.ny.us LETTER OF NON-JURISDICTION: TIDAL WETLANDS ACT April 2, 2008 Joan Shannon P.O. Box 151 Laurel, NY 11948 Re: Shannon Property 7080 Great Peconic Bay Blvd. Laurel, NY 11948 DEC# 1-4738-06420/00004 Dear Ms. Shannon: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of the twenty foot (MSL) elevation contour on a gradual, natural slope, as shown on the survey prepared by Stanley J. Isaksen, Jr, last revised June 12, 2007, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit la required under the Tidal Wetlands Act, Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground sudace or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Robed Stromski, Seades, Stromski, Associates ../Very truly you~? Laura S~v~o /~ ~ Permit Administrator APPEALS BOARD MEMBERS Gerard P Goehringer. Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold. NY 119714)959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.noflhfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 2 [ 2008 Tel. (631) 765-1809 · Fax (631) 765-9064 Soutliold Town CIcrI[iNDiNOS' DELIBERATIONS, AND DETERMINATION lVIEETING HELD NOVEMBER 13, 2008 ZBA # 6214 - JOAN E. SHANNON, Applicant Proper~y Location: 7080 Great Peconic Bay Boulevard, Laurel CTM 126-11-7 SEORA 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. PROPERTY FACTS/DESCRIPTION: The apphcant's property consists of 22,352 square feet with 75 feet along Peconic Bay Boulevard, 74.43 feet along the rear property line adjacent to the bulkhead, and 338/48 feet between the front line at the street and the high water line at the bulkhead along Great Peconic Bay. The property is improved with a wood frame, single-family dwelling and accessory garage, as shown on the June 12, 2007 survey prepared by Stanley J. Isaksen, Jr., Land Surveyor. BASIS OF APPLICATION; This application for Variances under Sections 280-122A and 280-124 is based on the Building Inspector's August l, 2008 Notice of Disapproval, concerning a proposed demolition (in part), renovations and additions to the existing dwelling, with an increase in the degree of the nonconforming side yard to be ]ess than 15 feet on one side, and less than 35 feet for the combined side yard setbacks. RELIEF REQUESTED: The applicant wishes to make partial £rcst-floor alterations and additions to her existing house that will involve adding a new front porch with a conforming front yard setback, creating a new outside access to the basement, expansions of the existing second floor, and raising the height of the existing roof ridge to create a conforming interior ceiling height on the existing and expanded portion of the second floor. All additions and alterations to the first floor will remain within the existing non-conforming westerly side yard setback of 18.7' - 13.8' and the existing non- conforming 5.1' easterly side yard setback. The proposed additions TO the second floor extend 1.6 feet into the existing easterly side yard, thereby increasing the degree of non-conformity. Page 2 - November 13, 2008 ZBA # 6214 - Joan E. Shannon, Applicant CTM 126-11-7 at Laurel 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-biS)(b)¢3)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwellings to the east and west of the applicant's property axe two stories, of similar height, and well screened from view by mature evergreens. The proposed steep roof pitch is designed to retain the Cape Cod style of the existing dwelling that is also characteristic of houses in the neighborhood and will reduce the impact on the easterly side yard. 2. Town Law {$267-b(3)(b)(3)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the existing house already has side yard setbacks that are less than 15' and the total side yard setbacks are less than 35' that would be required per code. 3. Town Law {$267-b(3)(b}{3}(3}. The variance granted herein is substantial. The existing non-conforming easterly side yard of 5.1' is already a 66% reduction (variance) from the code required minimum of 15'. The Board finds that reducing this setback by 1.6' on the second story to create a 3.5' side yard setback for primarily aesthetic reasons is too substantial to grant as applied for. 4. Town Law ~267-b(3}fb}{3)(5). The alleged difficulty has not been self-created but is the result of the existing non-conforming side yard setbacks on a lot that is narrow at 75' and very deep at +/- 339 feet. 5. Town Law §267-b~3}(b}~3)(4). No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborho~l. A Trustees permit has been obtained, a letter from Suffolk County Soil and Water dated September 22, 2008 signed by Paul TeNyenhuis indicates that the proposed additions and alterations will have no negative impact on Peconic Bay, a letter from the Southald Town LWRP Coordinator, Mark Terry, dated October 2, 2008 reports that the proposed action is consistent with the LWRP review pursuant to article 268 of the Southold Town Code, and the site plan prepared by the architects Searles, Stromski, Associates proposes to contain storm water with the installation of two new storm drainage rings. 6. Town Law .q267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an enlarged and renovated dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 - November 13, 2008 ZBA # 62].4 - Joan E. Shannon. Applicant CTM 126-11-7 at Laurel 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 Oliva, seconded by Member Simon, and duly carried to DENY the variance as applied for, and to GRANT ALTERNATIVE RELIEF for a second floor expansion which may intrude into the existin,q 5.1' side yard setback by no more than 9 inches thereby creating a minimum side yard setback of 4.2 feet, while retaining the existing 5.1 ff. first floor side yard setback. 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: Ayes: Membe~irma~, O~nizio, a~l Simon. (Member Weisman was ahsent.) /G/ER~RD P. GOEHRINGER, CHAIRMAn' ll/z//200~- ~Approved for Filing · TOwn of Southold Ero. sion,~ ~ed,me~ati°n & storm.Water Run-Off ASSESSMENT FOR" PROPERTY LOCATION: S.C.T.M. Ir** THE. FOLLOWING AG'TIOHS MAY ~t~'~, ~iE THE SUIlMI~_~In~ ~= n I~Ju~ ~ acavWes im,~vk~g so~ ~m~b~es ~ I~ss t~an one ~WPP. F~ $hMI meet, lhe ~m ~u~e~ ~ ~e ~8 ~n~ ~ . 8 ~ ............~"~'~'~ ........ ~g amy ~m, =c~ ~ ~ ~t h~ ~ ~c app~t ~ P~ ~d~h~=h= ~ ~= ...... ~~ ~ · .......... ....................... ............... ~........~ ............... ~r...w.~.=..~ ......... , ............................................................. ' '~ ................................ ~:4'~ ............ FOR~ - 08lq0 '~ Wfll INs ProJect Rein M 6temi. Wal~.Rm. Off '~~) ~~~&~?~ 3 ~n~y~e ~ ~e In~ ~m ~an ~0 ~b~ y~s ~ ~ ~ an~a~ ~ of ~ ~ (5,~'S.F.) ~ Feet ~ ~ Hu~ (1~ f~t ora W~ ~a~? ~ ~d D~en (15) feet ~ V~ml' ~ ~ W~I D~ ~ ~ ~ a~ ~ d~a T~ ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ New York 11971 0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 June 20,2011 Joan Shannon 35 Park Avenue New York, NY 10016 BUILDING DEPARTMENT TOWN OFSOUTHOLD TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occ~upanc~z. (Enclose~) _ ,, ~,~,.., II ~ __ ~ Electrical Underwriters Certificate:x -'/' ~ ~ ,~ t \~ 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 Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36058-7 additions & alterations OWNER C. TOWN OF-SOUTHOLD PROPERTy'RECORD CARD STREET -z? C'~-, -? .~ VILLAGE SUB. /, N ~ES. ~ /Z) S~S. ~ARM E 'COMM. CB MISC Mkt, Value LOT f i~AND IMP. TOTAL DATE AGE BUILDING CONDITION NEVV NORMAL BELOW ABOVE FARM Acre Value Per Value ~/oodland ;wamplond FRONTAGE ON WATER ~shla.d FRONTAGE ON ROAD ~ouse Plot DEPTH BULKHEAD IDOCK E~'tensian Extension ' F. xtens~'on Porch Porch ~;Elreez~vay f~tto O. B. Tota~ COLOR TRIM ~.~ Bath' i .Ext. Wa s ~.~ Interror Finish :Fire Piece Heat Rcof ~ Rooms 1st Floor Roam Rooms 2nd FJoor Dormer Driveway J DR. Town H~ Anncx 54375 ~ Ro~d P.O. Box 1179 · Sou~hold, NY 11971-0959 Telephone (63t) 765-1802 · (~1.) 7 mfler, nchert~o (wnC~.so:'~.ny. us BLflg r~ING DF_,PARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: , Name: ~ ~ ~ ~ ~ ¢ .~ ~ i No.: (*Indicates required information) JOBSITE INFORMATION: *Name: *Address: *Cross' Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: , I '~'~ Block: ')! Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ,~ ~'~')/-/-/d' ~ (Please Circle All That Apply) *la. job ready for inspection: .*Do you need a Temp Certificate: Temp-lnformation (If needed) · · Service Size: 1 Phase 3Phase · New Service: Re-connect Additional InfOrmation: 82-Request for Inspection Form YES/(~o~~ 100 150 200 Rough In Final 300 350 400 O~er Underground Number of Meters Change of Service Overhead / ,-- '~-- -- I 8~"0* ~ X 4'-D~ ~ ]:]P~IN, A~E RJI, IG I1 EX15~TING J RESIDENCE HAIN FLO~ I:1 21,qo ! ' NEIal &'-O" ~lA, X 4'-~ 5TORI~ DP. AIJ, IA~I~ RING EXmTING SA~UTAR'r) CELLAR STNR5 TO 5E EEI'IOVED AND RI~LGCATIED UNOER COVERED POI~H, AND EXI~TIt~ ~P FLDO~ TO '~E E~ANDED. N.Y.S.D.E. Comments IQ I0__ IQ SEAL -1-1 HIRE5 CONNECTED TO TREE NEH 8'-0' DIA. X 4'-0~ ~ STORM DRAINAGE Rlh~ FRffi ~ISTI~ ~TARY) PROPOSED COVERED TEST HOLE o NEH G'-O" DIA. X 4'-0' STORM DRAINAGE RING Z -- NEH ~-0' DIA. X 4'-0" 5TORP1 DRAINAGE RING (MUST BE 20' ANAT' FROM EXISTIN~ SANITARY) EXISTING CELLAR 5TAlk5 TO BE REMOVED AND RELOCATED UNDER COVERED PORCH. HOOD FRAME RESIDENCE MAIN FLOOR EL 21.qO ~ISTING ROOF TO SE REMOVED AND EXISTING SECOND FLOOR TO SE EXPANDED. EL 20 /~TIMBER RETAINING WALL 9'-8Y~" EX. ACQ GIRDER -.O ~- ~ EX. ^cc~ O,RDER O EX. ACQ GIRDER O EX. ACQ GIRDER ?_ EX. CONC PIER CI'YPICAL) EX. ACC~ ORDER - O __Ex. ACq _C, mDE,. ' I EXISTING I ri FOUNDATION PLAN SCALE: 1/4" = 1'-0' BLDG DEPT. TOWN OF SOU[HOt ; KE¥)SIONS: 9'-87Y' .,.""" ~_ EX. ACQ GIRDER O EX. ACQ GIRDER O EX. ACQ GIRDER ' = 0 ~x. ~c~ ~,~ EX. ACQ GIRDER EXISTING -OiE×.^CQ_G,RDER jlj I I j j FOUNDATION PLAN SCALE: 1/4" = 1'-0' REVISIONS: I < SHEETNUMBER: A-1 9'--81/2" 34'- 10V:" .. ~ EX. ^~o O,R~,~R O EX. ^~,:,C,,,~,,~R 0 EX. ^~0 O,R,:,,R --0 -- ,//" 0~'~ EX. CONC PIER / C,Q$" (TYPICAL) ,,,,'¢.~ ,, ~ - ~.0EX. ^co o,,.,:,~P. 6~ EX. ACQGIRDER 0.__~~ EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0' REVISIONS: < 9'-8Y=" 54'- 1 OVa" EX. ACQ GIRDER ~ EX. ACQ GIRDER ~'~ EX. ACQ GIRDER -- EX. ACQ GIRDER __EX. ACQ _GIRDER EX. ACQ GIRDER EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0' II REVISIONS: A-1 REVISIONS. GREAT o X SiTE P~N SCALE: 1" ~ PILING __ EXISTING DECK ~% ~[~7~a~¢~[~ I dia. S.S. AIRCRAFT CABLE (OR ROD)A~c.o~c~u~sro ms*~ A Y CROSS SECTION SCALE: 1/4" = 1'-0" ~ULK PARTIAL SITE PLAN SCALE: 1" = 10'-0' SCTM ~ 1000-126-11-07 S-1 REVISIONS: AMEN DMENT MARCH 02,2011 SOUTH ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" NEST ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN A-1 REVISIONS' AM EN DMENT MARCH 02,2011 EX. GAME ROOM EX. ENTRY TO BE RE-BUILT §' 11V/' COLUMN 2X10 DF#2 EX. DECK PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN {2) 1 3/4X9-1/2 ML EX. DINING ROOM FLUSH OUT CEILING TO MATCH ALTERATION~ EX. gIT'rING ROOM EX. LIVING ROOM EX. DEN EX. KITCHEN /'\ EX. BATH EX. BEDROOM No. 1 EX. BEDROOM No. 2 CONTINUE POST FROM 2ND FLOOR TO FOUNDATION (~ PROJECT NORTH CONTINUE pOST FROM 2ND FLOOR TO FOUNDATION 1ST. FLOOR PLAN BEAM ATERNATIVE AT DINING - $[I~-[NG RM.: HEADER ATERNATIVE OVER DOORWAY (SITTING RM): 34'- 101/2" EX, ACC] GIRDER EX, CONC PIER (TYPICAL) 19'-10SA" 12' 5V4" --O __EX. ACo gIRDER .... EXISTING F1 O O O EXISTING EXISTING rm O O O 11 REBUILD EXISITING FOUNDATION (4) 2X8 .ACQ GIR.DE~. ,' ~ ,' 10'-8" 0 0 0 0 I FOUNDATION PLAN SCALE: 1/4" = 1'-0' B" CONC, PiER ' BF-2D SIGFOOT A-2 AM EN DMENT MARCH 02,2011 47'~6" t ,, ,/-~ 7 c% ', ~ , . =- ~ ~ ~t:~ ~, ,, . ~.- ~ ~ ...... ~'~:3~ . I ~11 7 ~ ~ > ~ ~~~ ~ ........ ~ III ] ~ z H gl,., r . , I ~I I I I .. o ~ ~ ~ / J ? = J ,tX ~_>~ ~ ~ ~,3- 7 / 9-0 ~ 4'~4'' ~---~'-~.-fl-~t III a ' ' } ~ . ~~~ ~ ~ 2~8 [ WALK-IN ~1 l! III ' L'-¢'._ ~ ~ ~1/," i'-o~z-;' ~ ~ I ~111 / /,a~ I H III ~,~ ~ ~r ( 3:_ I ~ !~l il ~1 L III -- ~ ~ ~24310-~24310-2-~24310 ~ ...... ~,,,~ ,,,,,, Ill SC~k~: 1/4" = 1'-0' .' 4'-r .' s'-ov/' s'-e,h" 4'-u' ~'-6 , ., 16'-1" 9 -11/~" ~ 47'-6" ~ PROJECT NORTH 2ND, FLOOR P~N ROOF BEAM ALTERNATIVES: SCALE: 1/4"= 1'-0' I ~A~u.~c*u~: I CALLOUT: ffEEL FLITCH P~TE5 wJ (2) 3/4" __ i,r' 11. SOUTH ELEVATION NORTH ELEVATION SCALE: 1/4" = SCALE: 1/4" = 1'-0" ~ ~J¢. I-rLrr-L-l-IlrJ--IfL J [r_l__k m?_Z: ~_, _LnJ~r_ImJlcl~rl2_cJ_2 I ] r I I F,I , i] I , c ~l C ~ rr I , '1 1 I , , Il F ' ' Ii ' i ri' I I T, I II , I F~ IFF ' ~- ' ~"~ · ,q r i ~l 7 ~1, 'l', ''~ ' ' ir ~ I 'l I' WEST EkEVATIO~ ~AST Ek[VATIO~ SCAk[: 1/4" = 1'-0" EX. DECK . EX. DEN ~cl¢~s EX. LIVING ROOM ~ ' , [ EXISTING EXISTING __ ,., o o o II II II ~---~j PROJECT NORTH }ST, FLOOR P~N ' / ' 4' 51/2" - - ~ ~-~aA" ~-6~A'' j I I DECK / I ~ I ~ I MA~ER'BED~O¢M I~ ~ .... CLOSET ', ...... ........ ...... SCALE: t/4" = ~'-0' ' 4'-¢ ~'-8 ,, 16'-1" 47'-6" ~ PROJECT ~ORIH 2Nb. FLOOR , , , ~r/' ~ ~ ~PICAL WINDOW OPENING ~ : [ I ~ ¢~' 7 Ex. FOUNDATION DOOR OPENING SCALE: 1/4" = 1'-0" t, PLUMBING SCHEMATIC ~PICAL MULTIPLE OPENINGS NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRA~ULSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R~VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRY~ALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE,Com 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR, ~ ; BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE, 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRY~ALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM, IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. ERAMING: SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Ir::~r~' SEALING PENETRATIONS: 2), APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. I~'*'~'~!~1t'~1~]~ ~ BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRY'ggALL AND TOE PLATE. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1), INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS iN FLOOR JOISTS, ALONG CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER. AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST, FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED, THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY iNSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS, 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PiPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER : FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER, ALL PIPES RECIRCULATING HOT WATER PiPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O,C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING, 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4), TOENAIL INTERIOR PARTITION STUD "to TOP AND BOTTOM PLATES. . '~ ,,", ,'' j PROVIDE AiR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES ADEQUATE INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL:"~1 ~ ~ I ~ ~ r ~"'~ ~ql~ '-- I ~ SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WiTH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL EhlOUGH TO PREVENT WIND~'~A~HiNG. 3), SEAL SUBFLOOR JOISTS WITH ADHE$1VIE. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING- THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: HVAC CONTROLS: 1)' IFcEiLiNGLIVING. guiTHSPACEADHESivE.ABOVE, SEAL ALL SUBFILOOR PENETRATIONS ABOVE GARAGE CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND [DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PEN ETRATIONS THROUGH BILOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) ~X/ITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED, SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BE'P, YJEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRY~ALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE, TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN IJtJ~ VENTILATION I$ NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: ~ ~ ~ 2 iJ~ll~lJ'lJ~J ~J~i~ i~J~J~JiJOJ'~J' ["~6 Jl;[~LDZ~ ~ ~ J'JJE GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. ~). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUC"r~ORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE, J UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102,5,B), KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE 'gUALLS TO MUST BE INSULATED. ~UHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING, 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: I N S U'~"¥[b~:AT E' DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNY$ 503,3.4'). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCT~ORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS IFULL THICKNESS, NOT COMPRESSED. AND NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WiTH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 1BIB MaY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING. AND DRY~ALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY~ALL OR SUBFLOOR. AND EXTEND ALL THE WA~Y TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNY$102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND X,~JIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS, NEVER STUFF [NSUILATION TO GET IT TO FIT. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS. ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, A~ND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE ¥1SIBLE TO THE BUILDING INSPECTOR. IF THERE I$ A GAS RANGE. ACCESS OPENINGS: I VENTILATION: ATTIC HATCHES. SCUTTLES, PULLDO'g~N STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NY$ CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AR. EA. iNTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTER,$ OVER WALL PLATE. FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRA~ULSPACE CONSTRUCTION, IF APPLICABLE, MUST BE WINDOWS AND DOORS: INSULATED TO THE SAME R~VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, k,'~lN DOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRY~ALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3). SEAL BETWEEN WINDOWJDOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR, BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRY~ALL RETURN: $UCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM, IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. ERAMING: SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2), APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED, 4). CAULK OR USE ADHESIVE BETWEEN DRY~ALL AND TOE PLATE. RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1), INSERT RIGID FOAM BLOCKS ON INSIDE OF BATT$ IN FLOOR JOISTS, ALONG CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNY$ 502.1.3. EXTERIOR PERIMETER. AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNE$S STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST, FLOOR DECK: ASTM STANDARD, MEC OR ECCCNY$ MAY BE ACCEPTED, THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS, 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PiPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER, ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION I$ SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O,C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFF$. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING, 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALL~: 4). TOENAIL INTERIOR PARTITION STUD "to TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL EhlOUGH TO PREVENT WIND~'~A~HING. 3). SEAL SUBFLOOR JOISTS ~/ITH ADHE$1V'E. HVAC SYSTEM EFFICIENCIES: 4). SEAL iNTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD $1T ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFILOOR PENETRATIONS ABOVE GARAGE CEILING '~[TH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND [DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR B5 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BJLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) ~X/ITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED, SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BE'P, YJEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRY~ALL OR THiN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION I$ NOT REQUIRED, WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. ~). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, 2), HANG DRY~ALL OR OTHER AIR BARRJER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILiTY CHASES, DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCT~ORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503,3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS ~O2.5.3). KNEE WALL SUPPORTING ROOF; DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE ",~ALLS TO MU~T BE INSULATED, WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTE[R$ PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING, 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: INS U'~'¥[b~:ATE' DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNY$ 503.3.4'). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCT~ORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS IFULL THICKNESS, NOT COMPRESSED. AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 1BIB MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING. AND DRY~ALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY~ALL OR SUBFLOOR. AND EXTEND ALL THE WA~Y TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNY$102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND X,~UIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSUILATION TO GET it TO FIT. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, A~ND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS. ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE ¥1SIBLE TO THE BUILDING INSPECTOR. IF THERE I$ A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTiC HATCHES. SCUTTLES, PULLDO'~UN STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AR. EA. THE REQUIREMENTS CONTAINED IN NY$ CODES FOR DETERMINING MECHANICAL VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING, INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BE'TWEEN RAFTERS OVER WALL PLATE. A M]KIIMI ]KA \/[:NTII ATH'~KI [~AT; n; ,;n r'~M II'JT[:DMI'[-TI::NIT n~ '~n r;:u ('["'INIT]NIl I('~1 ]g WIND LOAD PATH CONNECTION 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. KIND STUDS -- ( ~ ~' RAFTER -- , WALL STUD % RIDGE LEDGER B ATBTUB · HEADER .. DOUBLE JOIST ' SIDEWALL RAFTER SILL PLATE(S) ~ , , WALL SBEATHING ' . VENTILATION WOOD JOIST FOUNDATION . .- 'O .' ''. '~' ' ~" ~ '~' ~ FINISH WALL AND MOISTURE MINIMUIvl NET FREE VEN~LATING AREA -~-. ~ ' ~ / ,ARR,ER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUBS ¢~8"0C AT WALL - MAINTAIN GAp AND ALL WlBDOW/DOOR OBEN[NG dAOK STUBS ~ /~ / BETWEEN WALL FINISII AND FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION ~ / ~ ~ ROOFING TO AVOID SOAKING WALL STUD WOOD GIRDER INSTALL ¢'0" O.C ~' % /¢% I x CONC, SLAB ~ .--¢''~ , 2x8 /2xa CONTINUOUS WOOD PLATE ' ~ ' ~ 4 t ~ 4 ' ~.',17~1-~; . (WITH A NAILING PLA~E IF NEEDED) KIND STUDS -- ( ~ ~' RAFTER , WALL STUB % RIDGE LEDGER B ATBTUB · HEADER .. DOUBLE JOIST SIDEWALL RAFTER JACK STUBS ~ FLOOR JSP NUMBE~ ~ESCRIPTION APPLICATION ~OLD DOWN CQNNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNBAT.ON W/ ANCHOR BOLTS BATM / SPA TUBS TO MAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOBATION JSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL 40LB DOWN BOTH BOT PLATE OF 2ND FLOOR ABD TOP ALL QPENIBGS LSfA12 1 1/4"x12" 20ge. STRAP APPLY TO EACM JACK STUD ROOF LSTA24 I-1/~"x24" 20g~. STRAP APPLY OVER RIDGE TO EACH RAFTER 2xS-2x8 LS28 18g¢. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE 2ND. ADS5 ANCHOR PLATES OF 1S~. FLOOR. CONNECT THROUGH HE FLOORS TO EACH OTHER W/ THREADED ROB. ALL OPENINGS RT3 OR R~ TYDOWN ANCHOR APPLY TO EACH CRIPPLE S~D 2X10 LS210 1BCe. SLOPE MANGER ~PPLY TO EACH RAFTER / LEDGE~ BLOCKING ¢24"0C WALL STUD ~ ~ ~%~ THROUGH ROOF EXHAUST i VENTS SELECTED AND METAL STRAP ~ ~ ORICKET AT TOP-SIDE OF , VENTILATION CHANNEL RAFTER RAFTER5 ' MNNTNN SILL PLA~E(S) ~ , ~ WALL SBEATHiNG ~ ~ VENTILATION WOOD JOIST FOUNDATION ' -' '~ -' '" '~' ' ~' ~ '" ~ FINISH WALL AND MOISTURE MINiMUbl NET FREE VEN~LATING AREA -~-. ~ ' ~ / ,ARR,ER TO LAP FLASHING FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION ~ / ~ ~ ROOFING TO AVOID SOAKING WALL STUD WOOD GIRDER INSTALL ¢'0" O.C ~, % /¢% TYP. CONC. FOUNDATION~.~ A 6 MIL POLY / , BOLTED TO STEEL BEAM WIIFI L ,A ,A > '4% '" ~/ ' ' ( K STEEL BEAM ~ -N ~' CONC. SLAB ~. ~ ' ~:~X -/~ ¢ & (SLAB -ON-GRADE) ' ~ ' ~ 4 t ~ 4 ' ~.',17~1"~; . (WITH A NAILING PLA~E IF NEEDED) AT EN9 AND , ~ ~, ,'~ · ~ ~ ~ ,,, , ,~'., , ~ TO BE APROX, 1/2" OR HIGHER THAN F~ICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ,~ REINFORC'NO BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNg IMS TO LEVEL BEAM REINFORCE FOOTING W, TH (2~ ,4 RE,NFORCIN6 BARS. --3 MINIMUM BEARING SURFACE FOR WOOD BEAM ~ARA~E DOOR BLOCKOUT ' ' ' 1). RIDGE-TO-~FTER ~SEMBLY: ROOF FRAMING: occu~,Nc*cLAss,~,c~m~o~ R3 RESIDENT[AL lq/4" x 20 gauge strap shall be a~ached to each pair of rafters in accordance to tabte 3.4. JOINT DESCRIPTION NAIL NAIL ] NOTES BUILDING USE RES{DENTIAL DWELLING When n collar Be is used in tau of a ridge strap, the number of 10d common nails required Q~, SPACING CONSTRUCTION NOTES: ~, each end of the collar fie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING H[16HT (s~E TOP P~TE 10' WALL: 4-8d COMMOF ~ RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RA~ER-TO-WALL ASSEMBLY: TOTAL SQ. ~. OF CONSTRUCTION (sE~ intent ~nd framing details, They nrc intended a~ a construction aid, not a ~ubstitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP P~TE 10' WALL: 4-8d COMMOF JOIST TOE-NAIL State building codes. The General Contractor is responsible for providing standard or trusse~ sh~ll be attached to the wall top plate and the w~ll top plate shall be attached to CEILING JOl~ TO AS PER TABLE 3,7 EACH FACE DESIGN CRITERIA PRE~CRI~IVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION CODE AND constru~ion detail~ and procedures to ensure a professionally finished, strudurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - $BC ~P NAIL 2006 SBC HIGH WIND EDITION, WOOD FR~E CON.RUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift conneeions in accordance with table 3.3c. CEILIN6 JOl~ ~P~ AS PER TABLE 3.7 EACH FACE F~MING ELEMENT~ A~ PER FLOOR P~NS. CROSS SECTION AND GENERAL NOTE~ OVER PARTITION WFCM - $~C ~P NAIL EXT. BALCONIES 60 2), The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL A~SEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall ~tuds above and studs below a floor level shall be Beached with uplift connections in COLOR TIE A[ PER TABLE 3.4 EACH FACE DECK~ 40 These codes are to be considered as poe of the speclfications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RA~ER WFCM - SBC END NAIL A~ICS w/o STORAGE 10 EACH TOE A~tCS w/STORAGE 20 , should be adhered to even if in variance with the plan. studs shall be a~ached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON accordance with table 3,3. TO RAFTER END NAiL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over ~caled drawings. RIM BOARD ~ACH END (LIVE LOADS (DO NOT SCALE DRAWINGS), 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOM~ (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bosom plate with uplift ROOMS (SLEEPING) 30 4). The de,igner has not been engaged for construction supervision and a,sume, noconnectors, or ,, WALL F RAMIN G:STAIRS 40 re~ponsib[li~ for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 1~ inches in mamnry block foundation~, or lapped under NAiL NAIL GAU~DRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance wi~h table 3.3b. When stee[ straps are lapped under the JOINT DESCRI~ION NOTE~ specific u~e expressed or implied in the use of these plan~, spacing is to be spaced and sized in accordance to table 3.2a. in addition to spacing, TOP PLATE TO PE~ FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP P~TE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CON,RUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATE$ AT JOINT~ FACE (ROOF - FOUNDATION) DETAIL PAGE & GENE~L NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENE~L NOTE PAGE 24" FACE EGRESS ~EE FLOOR P~N~ AND WINDOW SCHEDULE 6). The General Contractor is to ensure that mason~ or prefabraded fireplaces meets 5). ~PE I EXTERIOR ~HEARWALL CONNECTION~: ~UD TO 2 - 16d COMMON or exceeds manufacture's specifications and applicable codes. Type I exterior shear wails with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C, NAIL Sym.: aftached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 16" O.C. FACE {SMOKE & CO2 DETECTORS) ~ SEE FLOOR 7). The General Contractor is to consult with the owner for all built-in items ~/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER TO 16d COMMON ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the len~h requirements specified HEADER TRU~S DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOSOM 2- ~6d COMMON PER 2x4 STUD END 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOU N DATION NOTES: ,v~, i1 exterior shearwalls shall meet the requirements of table 3.15~-b times the ~ppropriate FLOOR JOl~, BAND JOl~, 2-16d COMMON ~). The General Contractor and Mason to review plans, elewBons, details and notes t~ [en~h adjustmen~ factors in table 3.16. END JOI~T OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST ~INTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING: snow SPEED DESIGN ~EATHERING LINE TE~ITE DECAY DESIGN UNDER~YMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEeM TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil, interior she~alls ~re used. Sheathing and connections ~hall be in accordance with JOINT DESCRI~ION Q~. SPACING NOTES ~0 LBS. 120 ~ SEVERE 3 FT. MODE~TE SLIGHT TO 11 NONE 3). Provide 1/2" expansion joint materi~l be~een concrete slabs and abusing 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonw walls occudng in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP P~TE OR GIRDER 4 - 8d COMMON O,ST ROOF SHEATHING REQUIREMENTS FOR IND LOADS: Header and/or girder connections shall be attached with upli~ conne~lons in accordance BRIDGING EACH TOE 4). Any new concrete wails being n~ached to exBfing concrete structure shall with table 3.5. ~indow sill plates shall be have steel connec{ors in accordance wffh table TO JOl~ 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL ~PACING AT INTERMEDIATE AT PANEL EDGES ~UPPORT$ IN THE PANEL HELD NOTE~ be installed with ~5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s,L. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIM~ER EDGE ZONE ] 8d COMMON ~ 6" O.C 8d COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fig to be compared to 95% relative density with Where a ridge is to be used as a structural beam, the rafters ~hall either be notched and BLOCKING TO; EACH TOE iNTERiOR ZONE 8d COMMON ~ 6" O.C Bd COMMON 6, maximum lifts (layers). anchored on top of the beam or slope connectors sh~ll be a~tached to each ra~er-to-ddge SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling pa~ of ~he building. Connections ~o the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND ~KE TRUSt 18d COMMON ~ 4" O.C 8d COMMON 6). Crawl spac~ to be provided with a minimum 18"x2~" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ~. of area. N OtiS 7). Dampproof exterior offoundafionwithbituminou, coating as per section R406 of DECK AND COVERED PORCH NOTES: N.Y.C. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all ~aming material to be ~ AC~ pressure treated lumber. ~ TO BE~ 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTE~ ONLY. ~AND JOIST 3 - 16d COMMON JOl~ PER [ TOE NAIL the 4 foot perimeter edge zone attachment~ required ~hall be used. 8). Drainage as per section R405 of N.Y.L Resident[a] Constru~lon Code, 2). Girder~ far deck Jo[st~ to be bolted to each post with washers and nuts. BAND JOisT TO: 2 - 16d COMMON FOOT SEE NOTE: 1 Girder~ on concrete piers shall be anchored with proper ~tee~ ca~nector~ anchored SILL OR TOP PLATE 2). Tabulated 12 inch o4. nail spacing a~umes she~th[n~ a~ached to rafter / truss framing members with G>0,49, FRAMING NOTES ~o concrete witha minimum 1/2" dia x 7" long anchor bolt ~[th washer~ and nut~. ROOF SH EA' FHING: ro, framing member~ wfih <0.42<G<0.49, the naa ~pac[ng ~hal] be reduced to 6 inche~ o.c. 1). Ali framing techniques and methods a~ prescriptive dedgn of 2006 SBC High ~ind 3). Po~ts supposing girders ~hali be anchored to a 12"x12"x12" thick concrete foot[nD JOINT DESCRIPTION NAIL NAIL Edition ~ood Framing Con~tru~ion Manual U~e a minimum 1/2" alia x 8" long anchor bolt with washers ~d nut~, Footings Shall be 3 ff. Q~, S~ACING 3). Tabulated 4 inch o.c. nail ~pacing assumes sheathing to rafter / trus~ framing members with G>0,49. For AS PER TABLE 3,8 framing members with 0.42<G<0.49, the nail ~pacin8 ~h~ll be reduced to 3 laches o.c, below ~rade. Porche~ with covered roofs shall have 12" dia, concrete pier~ for the girders, STRUCTU~L PANEL 8d 2). Unless othe~i~e noted, ali framing and ~tructural wood material to be ~= + ~TR. ~FCM- S~C ~ALL SHEATHING REQUIREMENTS FOR WIN D LOADS: 3), Floor~, walls, ceilings and rafters to be ~p~ced at 16 inche~ o,c, unles~ noted 5). A minimum of 10 inch flashing shall be in,tailed between the building and hedger, JOINT DESCRIPTION NAIL NAiL AT PANEL EDGE~ ~UP~RT$ IN THE PANEL HELD NOTES otherwBe, Ledger to be fastened to building with 1/2" dia. bolt~ with w~her~ ~nd nuts Q~. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTES: 1.3 ( BOTH FIELD~) 4). Unless othe~i~e noted, all bearing wall headers to be (2) 2x10 ~2 + BTR. Doug, Fir. where needed, GYPSUM 5d COOLER~ 1~~' O,C, HELD SEE NOTE: 3 ~ALLBOARD INTERIOR ZONE 8d COMMON ~ 6" O,C 8d COMMON ~ 12" O.C. ~ear[ng wall headers to have (2) jack ~tud~ and (2) Full [en~h ~tuds on each side of all 6). Concrete pier~ ~hal[ be a minimum 6" ~bove openings. LVL headers to have (3)j,ck studs nnd (2) fuI, length studs on each side of WALL SHEATHING:NOTES openings, Bearing wall window sills shall also have (2) window sift plates for 2x4 wall 7). All joists to be supposed with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8% Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable, Q~. SPACING THESE NOTES ARE ONLY TO BE ~EFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5). All flush beam~/header~ to be [astalled with heavy duW galvinl2ed hang~r~ and 8~. Covered Roo~ ~hall ~e a~embled and anchored the ~ame manner a~ a tgpical building. iPANEL~ 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 ~FCM - S~C be used. anchors where ~pplicable to ali connecting joists.PLUMBING NOT'ES [ 7/16" OSB 6d COMMON 6'* O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1). AB water supply, drainage and venting to be installed as per N.Y.S. Residential PL~OOD Floors to have ceramic tile installed shall be verified for p~oper load cap~dty unless noted Construction Code. GYPSUM 5d COOLERS 7" 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. ~ALLBOARD 10" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2- 1-3/4" thick m[crolams ( height to match floor joists) around stai~ell and/c ' 2). Verify septic s?stem with the Engineer for Suffolk County Health Depa~ment approval. FLOOR SH EATH IN G: NOTE: other access openings unless othe~ise noted (typical). 3). if wall studs, plates or joists are cut out during [nstalbtion for ~ny plumbing related work, NAIL NAIL roof rafters are to be supposed by double rafters on either side provide adequate bracing and plates to proted and secure t~e structure. Ver[~ with the JOINT DESCRI~ION Q~. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY whereS)' DormerSapplicablerunningunlessUP otherwise noted, state code and manuf~cture's recommendation for maximum hole size and spacing pertained. STRUCTURAL PANELS 8d COMMO~ 6" O.C. ~ EXISTING CONDITIONS, MINIMUM 3000~ CAPACI~, HVAC SYSTEM NOTES OR O.C. FIELD g). Provide blockin~bddging in floor joists at 8'0 o.c.. Use solid blocking in floor joi~t, 10). Provide insulation baffles at cave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO ~E REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. H). Unless othe~ise 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 se~tmen R60].8-HREBLO(alNG REQUIRED 12). Unless othe~ise noted use 3/4" thick T&G PTS Fir or Adwntech plywood subfloor Contractor and owner for final review and approval is nailed 3" on.center at the panel edge to obtain higher nad to form mn ~e~lve fl~e barri,r be~een s~ories. ,nd b~een a top lto~ and the roDf adhered with PL400 adhesive and screwed to floor ~ois~s. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, ,). in concea,,d spaces o' s:~d wila end pa~,tlon,, ,ncMdln~ furr,d maces, it th, celffng and floar 13). All bathroom wails to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected using parallel r~l of studs or staggered studs. to have regular 1/2" sheetrock. Afl walls to be taped and finished. 3). install Smoke detectors and Carbon Monoxide dete~ors throughout as per ~e~ion R317 to be reduced to1- 16d nail per foot. drop ceilings and cove c.~ln~$, 14). Ali roof wfth a pitch less than 4:12 shall be installed with an Ice & ~ater border or of N.Y,S. Residential Constru~ion Code. under ~t~[r, shall comp¥ w[t~ SeXton R314,8. N,Y,S, Res~dentfal Code, approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM be in,iai,ed witha foam sill gasket and cop-r-tax termite shield or approved equal. NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMOi~ RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMOh JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SgC 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 TO RAFTER 2 - 16d COMMON END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENT[AL BUILDING USE eES{DENTIAL DWELLING BUILDING HEIGHT (SEE PLANS) TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SBC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS. CROSS SECT[ON AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS 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 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOP, aAT, C) LOAD PATH SEE CONSTRUCT]ON ANDWIND PATH CONNECTION (ROOP - 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 TOP PLATE 2 · 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O.C, NAIL HEADER TO 16" O.C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JO]ST, 2 - 16d COMMON END JOIST OR BLOCKING FOOT SEE NOTE; 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTM TEMP. REQUIRED HAZARDS 20 LgS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3- 8d COMMON JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAiL BAND JOIST TO: PER TOE NAIL 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEA'['HING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING AS PER TABLE 3.8 STRUCTURAL PANEL 8d WFCM - SBC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL HELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERtOR ZONE 8d COMMON I~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 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 SHEATHING LOCATION NAIIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1.3 ( BOTH PIELDS) 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 ~112" O.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3,9 PANELS Bd COMMON WFCM - SBC 7/16" OSB 6d COMMON 3" O.C, EDGE PLYWOOD 6" O.C. FIELD GYPSUM 7" O.C, EDGE 5d COOLERS WALLBOARD 10" O.C, FIELD