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HomeMy WebLinkAbout35812-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 12/7/2012 No: 36073 Date: 12/7/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1060 NORTH VIEW DR ORIENT, SCTM #: 473889 Sec/Block/Lot: 13.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofllced dated 8/10/2010 pursuant to which Building Permit No. 35812 dated 8/27/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including screened porch and decks, to an existing one family dwelling as applied for. The certificate is issued to William Adams & Alixandra Pearlstein (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/19/12 R10-10-0029 10/31-12 35812 8/23/12 /~Richard Toussaint Aut h[ffrized Sigmfture FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35812 Z Date AUGUST 27, 2010 Permission is hereby granted to: ADAMS & PEARLSTEIN 1060 NO. VIEW DR ORIENT,NY for : ADDITIONS & ALTERATIONT TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 1060 NORTH VIEW DR ORIENT County Tax Map No. 473889 Section 013 Block 0001 Lot No. 002 pursuant to application dated AUGUST 10, 2010 and approved by the Building Inspector to expire on FEBRUARY 27, 2012. Fee $ 812.00 ORIGINAL Rev. 5/8/02 TOV~N OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANCy Thia applioation must be filled ia by typcwritex or ink and submitted to the Building Department with the follOWing: For new buildi/ag or new-uae: l. Final am-vey of prol~rty with accUrate.location o f all buildings, propezW lines, sl~eets, and unusual natural or . toDographic featur6s. - 2. Final Approval from Health Dept. of water supply and sewerage.disposal (S_9 form~. 3, Approval ofel~trical ins~alfation from Board 6fFire undenvriters. . - 4. 'aw. om statement from plum .bor e.~tifying that the solder used in system con. tains leas than 2/10 of 1% lead.. 5. Com,~r~ial building, ia .dustrial building, multiple re~ideaoe~ and similar buildings aad installations, a eertificat~ of Code ComPlial~'from arohit~t or engineer responsible for the building~ .6. Submit planning Board Approval of completed site plan requiremems. For existing buildings (prior to April 9, 1957~ don-conforming us~s, or buildings and "pre-existing" land uses: 1. Accurate survey °f property showing all property lines, streets, building and unusu~l natural or topographic features. 2. ^ properly c~9mpleted application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Bnilding Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate of Occupancy - Ne~ dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00`, Swimmifig PO01 $50.00, Accessory building $50.00, Additions to accessory bnilding $50.00, Businesses $50.00,. 2.Ci~vtifieate of Occupancy on Pre--~xisting Building - $100.00 3.Copy of Certificate of. Occupaacy - $.25 4_UpdatedCertifica~eofOccupancy_ $50.00 5.Terapo?ary Certificat6 Of Occupancy - Residential $15.00, Commercial $15.00 ~mit lifo. lentlth ~ Agpmval: 'lanniug Board Approval: Date. Old or Pre-existirtg Building:' I.,-/~ (check one) Stre~ Hamle{ / J- Fried Map. Lot: Date of Pm-miL ;~luest for: Temporary Ce.rtj, fiCate. ee Submilted: $ ~) ,~U Final· Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro,qer.dchert~,town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Adams/Peadstein Address: 1060 Nodhview Dr City: Orient St: NY Zip: 11957 Building Permit #: 35812 Section: 13 Block: 1 Lot: 2.00;: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric Inc LicenseNo: 5220-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Sur~ey Attic Garage INVENTORY 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 Lack Other Equipment: Ceiling Fixtures ~ HID Fixtures Wall Fixtures I 2] Smoke Detectors Recessed Fixtures~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS HOUSE, 3-combination smoke/co detectors, 2-GFCI circuit breakers, 4-window motors, 1-20a electric floor heat, 2-ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 23 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971q)959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765:1802 Fax (63 i) 765-9502 CERTIFICATION (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me.this '2 ,~ dayof ,.}(A6~ , 20 I/~ Notary Public, _~'c~. oumy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~~ ] FOUNDATION 2ND [ ] INSULATION ~ [ ] FRAMING / STRAPPING [ ] FINAL --~_~[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION '~-/~ .~. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SA,-.,, 1~ INSPECTION ] RI~ i~m~rAl~r i~!iE1'1~1'1o~1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _INSPECTION [~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,-, t' INSPECTION [ ]FmE~E~s'r4m'~4s'muoTm. [ ]fl~s~"r4mrr{,B4E'mATmw 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 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [~"~ ELECTRICAL (ROUGH) [ ] ELE~,.ICAL (FINAL) REMARKS: DATE iNSPECTO~~-~'(-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPEC T4/ON [ ] FOUNDATION 1ST [~/~ ROUGH PLBG. ~ '_~ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: ~~- ~r~ [ ] ELE~,.ICAL (FINAL) DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST /~ROUGH PLBG.  [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DIE~T. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG~,~tA~BG. [ ] FOUNDATION 2ND [/.~4NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAl. (FINAL) REMARKS: ~~..~~~b~~ DATE INSPECTOR TOWN OF SOUTHOL~NG DEPI'~) 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [~/]~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION []ELECTRICAL(ROUGH) []ELECTRICAL(FINAL) REMARKS:~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] I~ATION [//~' FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH! [ ] ELECTRICAL (FINAL) REMARKS: /~/ ~-___ '~, --~ -~~TO~N OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS/~L.ATION [ ] FRAMING/STRAPPING [,v~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ! STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ELECTRICAL (FINAL) REMARKS: DATE _ ~7~-~ INSPECTO I / ,, INgOLATION PEI~.N. Y, ' ' STATE ENE~OY CODE /~ / ' / / ' L~ ~ _ .' - ' · ' - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 4~7,20 Approved Disapproved Expiration ~..~,/,,20 ] ~' / PERMIT NO. BUI~.~.~F~RMIT APPLICATION CHECKLIST Do you have or need the following, befor~or~d~plying? 2 ,V'U ~ Planning Board approval Phone: Building Inspector PPLICATION FOR BUILDING PERMIT Date 3~,1..,-~ ~ ,20 lO INSTRUCTIONS I apletely filled in by typewriter or in ink and submirted to the Building Inspector with 3 Fee according to schedule. lot and of buildings on premises, relationship to adjoining premises or public streets or c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pemait 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 pert for any pm'pose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new pezmit shall be required. APPLICATION 1S HEREBY MADE to the Building Doperanent for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of appffcant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, elec~icien, plumber or builder Nameofownerofpmmises ~/l~.t..,,t~,.l-.,5 ~Ot~t. 6 l~l.,t~l-/a~O..a~ (As on th~ ~ax roll or latest dee~) - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseNo. _Rq~Y7 - bSp. Plumbers LicenseNo. Electricians LicenseNo. OtherTrade's LicenseNo. 1. Location of land on which proposed work will be done: Ho~e Number S~eet H~let CounW T~ Map No. 10~ Section I~ Block O ~ Subdivision Filed Map No. ~e) Lot "~, O Lot 2. State existing use and occupancy of prem~.~es and intended use and occupancy of proposed conswacfion: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (cheek which applicable): New Buikfmg ~ Addition Repair Removal Demolition Other Work 4. Estimated Cost ~ ,"/o ot ~ O D Fee 5. If dwelling, number of dwelling units ] Number of dwelling units on each floor If garage, number of cars ~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ I Rear ,~O t Depth Height ?_,1~ ~ Number of Stories Alteration (Description) (To be paid on filing this application) Dimensions of s~me structure with alterations or additions: Front Rear Depth ~"g Heighf[ '~ [it Number of Stories ~. //H ht / .u ro, S ss / 3/ / / // l l. ~ne or use dis~ct in which p~mises ~e si~t~ ~ - ~ 12. D~s pr~s~ cons~cfion ~o~te ~y zoning law, or~n~ce or ~afion? YES NO ~ 13. Will lot be re-~ad~? ~S ~NO Wfll~cessfill~movedEomp~s~?~S NO ~ 14. N~es of ~ of ~e~ses~~~hone No. ~ N~e of ~chi~ ' ' A~ess I l~ ~ ~ ~' ~hone No~ N~e of Cone~mr ~ Ad~s ~one No. ~ ]5a. ~s ~is ~ ~ ~ ~t o~a a~l w~]~ o~ a ~¢s~w~ weald? ~S ~ NO b. Is ~is pm~ wi~ 3~ [¢~ o~a a~l wCa~8. ~S ~NO 16. Provide survey, to scale, with accurat~ 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 stawey. STATE OF NEW YORK) COUNTY O~d~ G~_~..~ ~e of ~ si~g con~) a~ve (Con,otto, Agent, C~mte Office, ~c.) ~RO~Y WEED UBLIC, ~A~ OF N~ YOR~ of ~id o~er ~ o~, ~d is duly au&~d to p~o~ or ~ve ~ff~ed ~e said work ~d to ~e ~d file ~is performed in the manner set forth in the application filed therewith. Sworn to before me t~ . Signature of Applicant MY COMMISSION EXPIRES 03-; BOARD OF SOUTi~OLD TOWN TRUSTEES $OUTHOLD, NEW YORK PERtdfl~ NO~ 7364 DATE: ~ ISSUED TO: ~ PROPERTY ADDRESS: 1060 NORTHVIEW DRIVE~ ORIENT SCTM# ~3-1-2 Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the ~own Code of the To~vn of Southold an~ in accordance with the R~aoI'~o~ £-~h~ ~,oard of TmsLees;adopt~ at t~e nlqetin§ l~]d on JulY.'2 L~ 2010~ an6 in eoasideration,~£appti~~ f~ ill tl3~:snm~Of $~I~: ~y Wi, l|~ Ac~mi~ and subject to the Terms and Conditions ~ ~tat~d ~ 011gResolution~ the South6i~l'~rOWn Bo~d ~fTrus~ authorizes and permits the following: Wetland Permit to renovate the ex/sting two-story dwelling; c~nsti-t~ct a new screened and covered porch on concrete piles; construct a 1,100 square font single-story artist~ studio on-eOn~rete: ,,~ systen~. shared with the house; and il~tall installation of gutters to ; to contain roof runoff and in accordance ~236~f ~ the-ne~,mmita~ s~m is M IN xffql~$8, ~F, ~,rqlfd Board oft ,nbstge:s hereby cans~s its Co rate Seal to bo affixed an these presents to be subscribed [3~a ~jdii~J o~*ili~ ~ofii~d as of~i~ ~l{e. ~ James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0817C Date: November 21, 2012 THIS CERTIFIES that the renovation of existing two-story dwelling, construction of new screened and covered porch; construction of 1,100 sr. single-story artist studio; installation of new sanitary system; new driveway; installation of gutters to leaders to drywells At t 060 Northview Drive, Orient, New York Suffolk County Tax Map # 13-1-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 18, 2010 pursuant to which Trustees Wetland Permit #7364 Dated July 21, 2010, was issued and Amended on October 20, 2010 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 renovation of existing two-story dwelling, construction of new screened and covered porch; construction of 1,100 sf. single-story artist studio; installation of new sanitarg system; new driveway; installation of gutters to leaders to dr/wells. The certificate is issued to WILLIAM ADAMS owner of the aforesaid property. ~thorized Signa ~t~ New York State Department of Environmental Conservation Division of Environmental Permits, Region l SUNY ~ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0403 · Fax: (631) 444-0360 Webslte: www.dec.nv,aov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander B. Grannis Commissioner June 16, 2010 William Adams and Alixandra pearlstein 530 Canal St., 2nd Floor New York, NY 10013 Re: DEC# 1-4738-03971/00001 1060 Northview Drive Orient, NY 11957 SCTM# 1000-13-01-02 Dear Mr. Adams and Ms. Pearlstein: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of the line labelled "Top of Bluff," as shown on the survey revised by John C. Ehlers on May 7, 2010, 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 is 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 surface 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. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, / / ? Permit Administrator sla cc: MHP William Ryall 4yeao~'~'w~rd~ip · TOwn of S_outhold Erosion, Sedlme.~ ~ ~to~--Wa-~er Run-off ASSESSMENT FOR,u PROPERTY LOCATION: S.C.TJ~ #: 2/0 Block Lot THE FOLLOWING ACTIONS MAY' REQUIRE THE SU_nI~_~$1ON OF A STORM-WATER. GRADING~ DRAINAGE AND EROSION CONTROL PLAN C~:Krp-lED BY A DBSIGN PROFESSIONAL IN THE STATE OF NEW YORK, SCOPE OF WORK - PROPOSED CONSTRUCTION a. What is the Total Area of the Po-,i~,A Parcels? (Include Total Area of all Parcels located withio the Scope of Work for Proposed Construction) b. What is the Total Area of Land Cleadng and/or Ground Disturbance for the imposed construction activity? PROVIDE BRIF. F PROJECT DF~CRIPTION General DEC SWPPP RequJremenL~: [ Submission of a SWPPP is required for all Construction acUvJ~Jes involving soil disturbances of one (!) or rrmm acme; including distorbances of le~s than one acre that 7 are part of a larger common plan that will ultimately disturb one or more acres of land; including Construction aclNities involving soil disturbances of less than one (1) acre where the DEC has determined that a SPDES permit is required for storm water discharges, ( SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 for Storm Water Discharges from Construction activity - Permit No. GP-O-I 0-00t.) 1. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be ITEM # / WORK ASSESSMENT Will this Project Retain Ali Storm-Water Run.Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Imimvements and the permanent creaUon of impervfous surfaces.) Does the Site Plan andlor Survey Show AIl Propesed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Row. Does the Site Plan and/or Survey describe the erosion and sediment pracUces that will he used to .~' control site erosion and storm water discharges. This item must be maintained throughout the Entfre Construction Period. Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Naturel Water Couree Running through the Site? Is this Project within the TnJstees judsdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horfzontal Distance? Will Driveways, Parking Areas or other impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the T°wn PJght-of-Way or Road Shoulder STAqqE OF NEWYORK, -q Lt4~'* [? ~. QOUNTY OF ...~.~[.~...~...: .........SS . C0NI~I£ O. ~Ot~C~ IAh I1: - 1~ ~ . . Nom*~ublic ~N~Y0r~ q~, T ~' ' "t' ~ t '-/~ . . ~ ~9. ~6~85050 .... ' ............... }~'~'~(f~'~U~i~%'~:~;~ .................. ................... ocmg d~y sworn, dc~s m~d ~y~~~or' Pe~t,' (~". ~. ~;~'~.*aE~ ................................................................ O~er ~or represen~five of ~e ~er or O~ers, ~d is d~y au~od~d to ~do~ or have ~do~ed ~c ~d work ~d to m~e ~d [de ~s appficafion; ~at ~1 s~temen~ con.ned in ~s app~cafion ~e ~e to ~e ~t offs ~o~c~ ~d ~lie~ ~d · at ~c work ~l ~ ~o~ed in ~e m~er set fo~ in ~c appl~fion filed h~e~. Sworn to ~forc me ~; FORM - 06/10 (Signature of Applic~t ) 11-10-10;14:0B ; 5891334 : ~ T£ ~ ,54375 Main Road ILO. Box 1179 Simthllld, NY 11971-095[~ 'l'elcphon~ (~3|) 765-180~ ; 6al 7(~ o% ro~ er .richert~n.)so~oi~d .nv,us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: ress: 3hone No.: O- *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: /. ,_/]?y' - c/. JOBSITE INFORMATION: (*Indicates required information) 1000 Section: Date: Block: ~ Lot: Z. ~O ~,, *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ~ / ~- /-~'$~-- _('"~o,~ /->~.,,,~ :~ C..,,-~.0 (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 ~ Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION / / §2-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD SEAS. LAND IMP. vb FARM TOTAL DAT~ BELOW ABOVE Value Per Acrt VoJue .I ~D 3..soo NEW Form i[lahle 1 illoble 2 illable 3 wompland r4shland NORMAL VI LLAGE DISTRICT ACREAGE SUB. LOT 'otal 9ouse Plot -~ '~. Bldg. /'~"~ ~-~' ,.~,~2~ .4~,,.-..,~,.~, /~ Foundetion ~C. -~ '( B~th ;reez~ay ~ Patio I Rooms 2nd Floor ~rage Driveway - [ Ryall Porter Sheridan TRANSMITTAL To: Cc: From: Date: Project: Michael Verity John Buckley 05.31.11 1010 - Pearlstein/Adams Via: FedEx Enclosures Copies Description No. Date Rev. 1 Basement Plumbing Drawing P100 05.25.11 1 First Floor Plumbing Drawing P101 05.25.11 1 Second Floor Plumbing Drawing P102 05.25.11 I Studor Products Manual Remarks: Please see our environmental and mechanical engineer's drawings that document the proposed plumbing system and the product manual with ICC certification (pg. 29) on the proposed equipment. May 31st, 2011 Michael Verity Southold Building Dept. Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971-1179 Re: Pearlstein Adams Residence 1060 North View Drive Orient, NY 11957 Dear Michael, Please see the enclosed drawings and documents prepared by our environmental and mechanical engineer describing the proposed plumbing system for the Pearstein/Adams residence at 1060 North View Drive. The system is non traditional in eliminating roof penetrations for a more energy efficient structure. The means to this end makes use of new and tested vent products as described in the enclosed literature. You will find the products we are specifying are ICC certified which our contractor Phil Manuele had mentioned was a concern of yours. Sincerely, John Buckley Architects July 19, 2012 Southold Buildings Department 11 P.O. Box N~11971-0959 Southold Re: 1060 Northview Drive, Orient Adams/Pearlstein Residence Permit #35812 Dear Sir: Our general contractor Phil Manuele has asked me to confirm the following information about the above-referenced construction: - the Workshop accessory structure has been built with insulation throughout which far exceeds the requirements of the New York State Energy Code. Specifically, the floor assembly is constructed of 16" TJIs with dense-packed cellulose insulation @ R = 3.5 / inch, giving a total floor insulation value of R 56. - the House renovation, as well as the Workshop accessory structure, have steel tie-downs properly installed as required by Code in this high velocity/hurricane zone. Please do not hesitate to call if you have any other questions. Sincerely, William Ry~ July 25, 2012 Southold Buildings Department P.O. Box 119 Southold NY 11971-0959 Re: 1060 Northview Drive, Orient Adams/Pearlstein Residence Renovation Permit #35812 Dear Sir: Our general contractor Phil Manuele has asked me to confirm the following information about the above-referenced construction: ¢___., All strapping, framing, and insulation meet or exceed Code req.,ui~ for the above referenc,e,d project, and stairs meet Code Secti~ 1012~ for handrail spacing (4 space) and triangle formed by riser/ti: d~..~..~ handrail, and riser (6" sphere. Please do not hesitate to call if you have any other questk?s. ~/,,~ ' Sincerely, William Ryall, AIA July 25, 2012 Michael Verity Southoid Buildings Department P,O. Box 119 Southold NY 11971-0959 Re: 1060 Northview Drive, Orient Adams/Pearlstein Residence Renovation Permit//35812 Dear Mike: Our general contractor Phil Manuele has asked me to confirm the following information about the above-referenced construction: All strapping, framing, and insulation meet or exceed Code requirement for the above referenced project, and stairs meet Code Section ~ for-',,~,,d,,,;l spac;~,§ (4" sw,:,,.e) and trlanglc farmed by ri~r kurd, -h'~d~,~ii~ " . As a general note. the structure was designed and built according to the NYS Residential Code, including Chapter 3. Please do not hesitate to call if you have any other questions August2,2010 Pat l~nklin Building Department Town HallAnnex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 ,AUG - 3 2010 Bi P(;. DEPt. TOWN OF SOUTHOE9 Re: 1060 North View Drive, Orient 13-01-2.0 Dear Pat: Thanks for your help on the phone today. I apologize if the Set seems large, but there are two structures: one existing house renovation, and another Secondary Structure, which will be used by an artist as his workroom. I assure you that under NO circumstances will the secondary structure be used as a residence. The workroom structure will not even have a shower, the owners Bill Adams and Alixandra Pearlstein have no children bringing friends, and willl already have more than enough space in the existing house. In addition to the Plans, I enclose the DEC Letter of Non-Jurisdiction, dated June 16, 2010, the County Health Department Permit and ~ed Survey prepared bv John Ehlers approved 07/02/10. We are to receive the Tr"~te(~s Permit after tl~eir conditional approval Please call me or John Buckley (the Project Architect in our office) with any questions. I am a part-time Southold resident, work regularly in Fishers Island and in Orient, and would be very glad to meet you, especially if you have any questions about the plans which are best answered in person. $.40/sf). '~-- ~~ Sincerely,,,,, ~ ~ ~ ~'~' . vv l , . William Ryall AIA, LEED, certified Passive House consultant 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 August 2, 2012 William Adams 530 Canal St., Apt 2W NewYork, NY 10013 Re: 1060 North View Dr., Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: **Note: Need certification from an architect or engineer for the framing (we received certification on insulation and strapping, still need on framing) ~/~Application for Certificate of Occupancy. (Enclosed) ~Electrical Underwriters Certificate. (contact your electric v//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. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35812 - Addition/Alterations Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (63 I) 765-1802 Fax (631) 765-9502 November 13, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD William Adams 530 Canal St., Apt 2W NewYork, NY 10013 Re: 1060 North View Dr., Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: **Note: We received certification on insulation and strapping, still need certification from an a~,c Apr engineer on framing plication for Certificate of Occupancy. (Enclosed) ._~,/?ectrical/Underwriters Certificate. (contact your electrician) . Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) '"/Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35812- Addition/Alterations November 30, 2012 Michael Verity Southold Buildings Department Town Hall Annex 54375 Main Road Southold NY 11971-0959 lOu, i d, ~L[ ~OLD Re: 1060 Northview Drive, Orient Adams/Pearlsteir~ Residence Renovation Permit #358]2 SENT BY FED EX ON November 30, 2012 (this letter replaces lost letter and check sent on November 15, 2012) Dear Mike: Confirming the phone conversation which we just had regarding the above-referenced house renovation Permit #35812: All strapping, framing, and insulation meet or exceed Code requirement for the above-referenced project. As a general note, the re.~-~?zati :~ ~were designed and built according to the NYS Residential~ William Ryall, AIA Cc: Phil Manuele, Oontractor Bill Adams, Owner ~ Pat Oonklin, Buildings Department REPLACEMENT CHECK ENCLOSED: $50 to Southold Buildng Dept. November 30, 2012 DEC - 3 2012 BLDG DEPT. TOWN OF SOUTHOLD Michael Verity Southold Buildings Department Town Hall Annex 54375 Main Road Southold NY 11971-0959 Re: 1060 Northview Drive, Orient Adams/Pearlstein Residence Renovation Permit #35812 SENT BY FED EX ON November 30, 2012 (this letter replaces lost letter and check sent on November 15, 2012) Dear Mike: Confirming the phone conversation which we just had regarding the above-referenced house renovation Permit #35812: All strapping, framing, and insulation meet or exceed Code requirement for the above-referenced project. As a general note, the re~novat' ~m~...,~..were designed and built according to the NYS Residential ~/~.~9 S~ncerely, William Ryall, AIA Cc: Phil Manuele, Cofitractor .... Bill Adams, Owner Pat Conklin, Buildings Department REPLACEMENT CHECK ENCLOSED: $50 to Southold Buildng Dept. BUILDING PERMIT EXAMINER CHECKLIST Applicant: SCTM# lO00- t/.::~ Property Address: k,q l L I.- / ,q ,,.,t ~Y~/'/t Z L Subdivision: -- g/o-~ V~.e.a,~ ,~,~2_ City: *Date Submitted: ~- I~"[ O Date Reviewed: ~-~5--[0 Owner: /-fLI . Est,mated Cost: ~~ Zone: ~-~ Conforming? ~~ Pre COs? Building Permits (Open/Expired): BP 7 ~.~ g~7_Z / C/0 z-/~75'7~ Info: _~ BP BP -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: Single & Separate Search Required? Y o(~Determination: ~ -Z/C/OZ- ~'- ,Info: BP __-Z / OdO Z- , Into: __ ILEQ. Lot Size: ¥-°.~aoOsr' ,ACT. LotSize: I,Ta~, (7~ I~sF REQ. Lot Coy. °m°~OACT:LotCov. REQ. Front --~-a ACT. Front ~ ~ REQ Side /.-q'- ACT. Side. o/*.. REQ. Rea~ REQ. Heig~ ACT. H~ ~/~ I~.~.$1b~.5 ~ ~itt l¥oject D,~rsc,,riptign~ ~~/.~ ~~7~'"~ a._ ~/~'ff- Waterfront?~orNT.~-'e~v-'_ ~ ! ~r ~7 o ~_.(/~'~--'1 __ _ / Ify~, water body: ~,~, ~ Panelg ~ Flood~~~Distance: ADDITIONAL APPROVALS ~UI~D ~~'~ Suffolk County Health~r N- If yes, *Bedg: ~*Date: ~/~//~ *Permitg: ~[0-[0-~ ~ Town Septic: Y o~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: ea,-o,c,nn~ Date: ~,l~,/0 8outhold Trt~stees~r N - Date: / / Permit ~: or NJ Letter - Notes: Southold ZBA: Y o - Date: / /__ Permit #: -Notes: Southold Planning: Y 4¢- Date: / / Permit #: Town Landmark C of A: Y o¢)DTE: /__/ - Notes: *NYS CODE Compliance\(pa~e 2)'~r N Fee Structure: Calculation: Foundation: First Floor: SF + Initial Fee: $ aO--O O Second Floor: SF + Additional Fee (_ ): $ Other: SF 2. ( SF)- ( SF)= SF X $__ =$ Total: ~--3 f o SF + Initial Fee: $ + Additional Fee (_ ): $ · Groun(i Snow Load: 20 Weathering: Severe__ Design Temp: I1 USE/OCCUPANCY CLASSIFICATION: - HEIGI:IT/FIRE AREA: TYPE OF CONSTRUCTION: I~ ~ DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS~fN HEADERS: Y/N WALL sTUDs: CEILING JOISTS: Y/N FLOOR JOISTS: Y/Iq LU1M[BER SPECIES AND GRADE: Y/N Wind Speed; 120MPH__ Seismic Design Category." B · Frost Depth: 36"__ Termite: M-H Decay: S-M . · Ice Shield Underlay: YES . lHood Hazai'ds: GLILDERS: YfN ROOF IRA~TERS: wnwoow DOOR SCUEDmE: /) .MISSL5 TEST RE/(~UIREME~TS'~/N ~G~S s.7 S~F.:~N ~ LIGHI 8%:~N 5~NT 4 %: ~ NA[L~G/CONSTRUCTION ScHEDULE:~ ME~S OF EG~SS:~ PL~B~G ~SER DIAG~:~ LOCATION OF F~ PROTECTION EQU~MENT: ~ T~USS DESIGN: Y~ oK E~RGY CALCS: ~ TOTAL COMPLIENCE?~ (~TU~ TO PAGE ONE) SURVEY OF PROPERTY - DF~.AINAeE5YSTEH OALGUL~,o~a[er Line(s) ~_ .- ~ ~nspe ~I~T TO~, 17U cu. Ft. / 42,2 : J ~"~ LONG ~~'~ ISLAND SURVEYED= APRIL 23, 2OIO F~a~P. ACTION5 HAY 1, 2OIO REV. JUNE 12, 2OIO 5UF=I=OLK CCAJN~Y TAX # IOOO- ID- I - 2 TEST HOLE DATA HEALTH DEPT. REF. # P. IO-IO-OO2q r' DEPART,~;,ENT OF HEALTH PERMIT FOR APPROVAL O F CONSTRUCTION FOR A' DATE ~> ~>~ TOTAL / ,,' ~O~T ~ ~ ~ ............................ . 6 EAST MA~ ST~ET N,Y.S. LIE. NO. 50202 ~ P'= ~' RI~R~AD, N.Y. 11901 369-8288 F~ 369-8287 REF.C:~uments and Se~ingsXOwner~y D~ments~My DropboxH 0U0-128b.pro SURVEY OF PROPER'DY 51TUATE, ORIENT TOINN: SUFFOLK C.,O~, N'r' 5URM'~r'ED, APRIL 2:~, 2010 PROP. AC, TION5 FlAY "l, 2010 REV. JJNE 12, 2010, ,.[OL¥ 2-1-2010 5OF:FOLK C, OUNT'r' TAX # I000- I~- I - 2 E)RAINA®E 5'r'STEH C, ALGULATIONS: N / LONG ISLAND SOUND H~ALTH DEFq'. t~EF. # RlO-10-OO2q TEST HOLE DATA EL=74.4' P~ o c © APPROVED BY ~EPTIC, INVERT5 .... ~::%.,<::::::::::::-7:::-<.::-_7::~iiiF_:_?_iF_:_:_::~_~:_:_:_:_::_~ ---, , , , . /_-- ___ --._ ~ _:~ ......... -~---- ................ _- ...._.._-. 'X' ,\, , ,. -- --- - ........ - .... - ........... ::5:5:: .................. --- --:- :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ,. -.~_ __~C--- _--.--___---__- .... 2 .... 2 ....................... 2Z ..... - '~.' _ _ ."~ .~' ,- _. Z ~.-.,',-~ ~ ~.-...-.: / ,' BOARD OF TRUSTEES TOWN OF ,SOUTHOLD / / DATE 9", I ...... "' ',, ~ATIO~ ~F. ~ '~ P ~ ~.'~ ~. ~. ~ JOHN C. EHLERS L~D SURVEYOR 6 EAST M~ S~ET N.Y.S. LIC. NO. 50202 Ot:~APHIC, ~3C, ALF: I"= 40' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.CADocuments and Settings\Owner'~Vly Documents'uMy Dropbox\10\10-128 as revised per trustees.pro ff:,URVtE"r' OF PROPERTY' SITUATE: TOI,~: 50UTHOL.I~ SUFFOLK ~, NY' .SURVE'f'ED~ APt~.IL 23, 2010 PROP. AC, TIONS HA'r' ~/, 2OIO REV. JUNF 12, 2010, JULY 2-/-2OIO OCT. 4, 2OIO, FEE~ 25, 2Oli APRIL 6, 2OI2, OCT. I&, 2OI2 .~UFFOLK COUNTT' TAX ~ I000- I~- I - 2 LONG ISLAND SOUND HEALTH [~-PT. F~EF. ~ RIO-IO-OO2q NOTES: RE ~E 59.77' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD. N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Usersklohn\Dropbox\10\10-128 FINAl_ 5-23-2012.pro STU DOR. INDEX STUDOR ENGINEERED PRODUCTS TECHNICAL MANUAL Index ............................................................................. 1 Studor Overview .................................................................. 2 Products Redi-Vent ......................................................................... 3 Mini-Vent ........................................................................ 4 Maxi-Vent ........................................................................ 5 Maxi-Cap ......................................................................... 6 Maxi-Filtra ........................................................................ 7 Tec-Vent .......................................................................... 8 Chem-Vent ....................................................................... 9 P.A.RA ........................................................................... 10 Recess Box ....................................................................... 11 Recess Box (Fire Rated ) ........................................................... 11 Introduction to: Air Ad mittance Valves (AAV's) ..................................................... 12 Positive Air Pressure Attentuator (P.A.P.A.) ..........................................13 Installation AAV'S (Air Admittance Valves) .................................................... 15 (P.A.P.A.) Positive Air Pressure Attenuator .......................................... 16 Design Criteria AAV'S (Air Ad mittance Valves) .................................................... 18 Drain Fixture Units ............................................................... 22 P.A.PA.(Positive Air Pressure Attenuator) .......................................... 23 Codes IPC, IRC, UPC, NSPC and National Plumbing Code of Canada ........................ 26 Standards & Listings .............................................................. 29 Materials Properties Redi-Vent / Mini-Vent / Maxi-Vent ................................................. 30 Tec-Vent ......................................................................... 31 Chem-Vent ....................................................................... 32 Product Specifications (CSI-3) ............................................................................ 33 Research Or. Gomely and Professor John Swaffleld .......................................... 40 Project Reference, Warranty ....................................................... 44 THIS MANUAL WAS CRAFTED FOR THE 21S--T CENTURY DESIGN PROFESSIONAL STUDOR OVERVIEW Air admittance valves (AAVs) are devices that were created to solve problems with the open pipe venting systems and can serve as a vent for drainage waste and vent (DWV) systems in lieu of open pipe vents. The STUDOR brand AAVs were invented by Sture Ericson and installed in Europe starting in the early 1970s; Ericson brought them into the USA in 1986. Since their in- troduction, millions of valves have been installed worldwide, and they are operating successfully. STUDOR is the world recognized leader in innovative drain waste and vent products and designs. Greater efficiency and significant savings, make STUDOR products the # 1 choice worldwide. Studor, Inc., is the distributor of the STUDOR brand products in the USA, Canada, Mexico and Puerto Rico. STUDOR worked with the American Society of Sanitary Engineering (ASSE) to create the nationally recognized consensus standards for these valves. In 1990 ASSE published the first performance standard for AAVs (ASSE 1051) for single fixture and branch devices, which was followed by ASSE 1050 for stack-type devices in 1991. The standards were revised in 2002 and are ANSI accredited. Today STUDOR works with the code officials on national, regional, state and local levels to educate, gain approval and promote the understanding of the benefits of AAVs. Because of STUDOR's much greater experience and exposure to a variety of different applications worldwide, we have been able to identify unique conditions present in commercial and industrial applications not found in the residential realm and have designed products for the most demanding residential, commercial and industrial applications. REDI-VENT · For Residential and Commercial use · ANSI/ASSE 1051, 1050, NSF 14, Warnock Hersey, ICC-ES PMG, IAPMO · For venting single fixtures, kitchen sinks and bathroom groups including back to back applications up to 20 DFU · Compact size · Exclusive vermin protection system · Fits 1-1/2"or 2"pipe size · Limited lifetime warranty DIMENSIONS Fits I~" or 2" pipe sizes Nominal pipe A B size (C) 2" 2 $/8" 11/2" NPT DFU Horizontal Minimum Vent Maximum DFU's Branch Pipe Size on Branch 11/2" 11/4" - 11/2" 3 2" 11/4"-2" 6 3" 1 1/2" - 3" 20 4" 2" - 4" 20 MINI-VENT · For Residential and Commercial use · ANSI/ASSE 1051, 1050, NSF 14, Warnock Hersey, ICC-ES PMG, IAPMO · Can be used as an Individual, Branch, Circuit Vent or Stack Vent · Will vent up to 160 DFU · Protective cover for outdoor use · Exclusive vermin protection system · Fits 1 1/2" or 2" pipe size · Limited lifetime warranty A DIMENSIONS Protective Cover Fits 1~" or 2" pipe sizes Nominal pipe A B size (C) 2 5/8" 2 5/8" 11/2" NPT Studor recommends the use of the protective cover when installing the Mini-vent outdoors. The protective cover may also be used indoors for extra protection. DFU Horizontal Minimum Vent Maximum DFU's Branch Pipe Size on Branch 11/2" 1 1/4" - 1 1/2" 3 2" 11/4"- 2" 6 3" 11/2" - 3" 20 4" 2" - 4" 160 Stack Size Maximum DFUs 11/2" 8 2" 24 MAXI-VENT · For Residential and Commercial use · ANSI/ASSE 1051,1050, NSF 14, Warnock Hersey, ICC-ES PMG, IAPMO · Can be use on an Individual, Branch, Circuit Vent or Stack Vent · Will vent up to 500 DFU · Exclusive vermin protection system · Fits 3" or 4" pipes - when con necting to 3" pipe - remove push-fit connector and couple with a no-hub type band · Limited lifetime warranty · Studor recommends the use of the Maxi-cap when installing the Maxi-vent outdoors MAXI-VENT" A C DIMENSIONS Protective S~yrofoam Cover Nominal pipe A B size (C) 4 7/8" 5 1/4" 3" spigot DFU Horizontal Branch Size Maximum DFU's 3" 20 4" 160 Stack Size Maximum DFU's 3" 72 4" 500 MAXI-CAP General Outside Use: The MAXI-CAP can be installed on MAXI-VENTs® in outdoor installations to protect MAXI-VENTs® from damaging UV Rays and extreme temperatures. Installation: Fits over the Styrofoam cover and the MAXI-VENT® · Install Styrofoam captovalve. · Attach metal cap to Styrofoam with double-sided adhesive. · Ensure that one open vent pipe is maintained, · If desired, paint cap prior to installation. ROOF TOP INSTALLATION Prevent unwanted sewer gas that linger in the open atmosphere or enter the building through the air handlers. Maxi-Cap Styrofoam cap Maxi-Vent Maxi-Cap I ~I Protective Cover Styrofoam cap ~ Mini-Vent Maxi-Vent ~l~ Maxi-Filtra For 3" or 4" pipe u se the Maxi-Vent with Maxi-Cap For 1-1/2" or 2" pipe use the Mini-Vent with Cover Note: For pipes larger than 4" notify Studor Inc. * Note: Ensure that one open vent is maintained * If there is 0nly one vent to open atmosphere we recommend the addition 0fthe Maxi-Filtra MAXI-FILTRA · A two way vent, which filters air in both directions · For outdoor use only · Replaceable carbon filter to eliminate bad odors · Designed for installation on septic tanks, lift stations · UV Rated Buildings connected to the main sewer can also benefit from the use of the MAXI-FILTRA but Studor technical department must be contacted so that installation feasibility can be determined. The MAXI-FILTRA, as part of the complete STUDOR System® eliminates sewer gases from entering buildings or polluting the surrounding areas. It can also be retro-fitted in existing plumbing system provided that all design and installation criteria are met. B DIMENSIONS Nominal pipe A B size (C) 4 7/8" 5 1/4" 3" spigot OUTDOOR USE ONLY Maxi-Filtra Adaptor Replacement Cartridge TEC-VENT · For Residential or Commercial use · ANSI/ASSE 1051,1050, NSF 14, Warnock Hersey, UL2043,1CC-ES PMG · Listed in accordance with UL2043 for installation in plenums when the system is designed by a design professional and approved by the local code official · Manufactured from flame-retardant polycarbonate resin High tensile strength Will vent up to 160 DFUs UV Rated for outside installations Exclusive vermin protection system Fits 1 1/2"pipe size Limited lifetime warranty TheTEC-Vent features a material which is both flame retardant (self extinguishing) and possesses advanced flame properties. The Tec-Vent is ideal for commercial projects such as schools, hospitals, hotels, airports and many other applications. DIMENSIONS Nominal pipe A B size (C) D 3 3/4" 3" 11/2" NPT 2 3/4" DFU Drain, Branch Minimum Vent Maximum DFU's or Stack Size Pipe Size on Branch 11/4" 1 1/4" 1 1 1/2" 1 1/4" - 1 1/2" 3 2" 1 1/4" - 2" 6 3" 1 1/2" - 3" 20 4" 2" - 4" 160 CHEM-VENT · For Commercial use · NSF 14, ASSE 1049 Performance requirements for Individual and Branch Type Air Admittance Valves for Chemical Waste Systems. · Manufactured from Flame Retardant Polypropylene conforming to D-41-01 · Unique ball valve sealing assembly with EPDM o-ring · Exclusive vermin protection system · Fits 1 1/2"pipe size · Limited lifetime warranty B DIMENSIONS Nominal pipe A B size (C) 2 3/16" 6 3/16" 11/2" Sch 40 IPS DFU Horizontal Minimum Vent Maximum DFU's Branch Pipe Size on Branch 11/2" 11/4" - 11/2" 3 2" 11/4" - 2" 6 The extended spigot schedule 40 connection allows direct mount on any acid waste system (MJ or Fusion) as well as CPVC, glass or Duriron system with an adaptor Positive Air Pressure Attenuator (RA.RA.) The RA.RA. device is the perfect compliment to STUDOR Air Admittance Valves. Together they form the ENGINEERED STUDOR SYSTEM, a total solution to building venting requirements. The Studor AAVs deal with negative pressure in the system while the PoA,P,A, effectively deals with the positive pressure transients. The combination of the two maintains the perfect system balance quickly and efficiently throughout the system preventing siphonage and blowing of traps. · For Commercial use · The RA.RA. can be used in conjunction with a conventional DWV system · ASSE 1030 - Positive Air Pressure Attenuators for Sanitary Drainage Systems A DIMENSIONS Nominal pipe A B size (C) 7 7/8" 29 1/2" 3" spigot CAPACITY Series Assembly Maximum number of units: 4 Air Capacity US Gallons 1 unit 1 2 units 2 3 units 3 4 units 4 The P.A.P.A. is rated for 5 PSI ] In-Wall Access Box and Grill STUDOR offers a recess box and grill ideally suited for in- wall installation of its Air Admittance Valves. Whether on individual fixtures or circuit installations it may be imprac- tical or not possible to conceal the valve in an existing cabinet. In such installations and when concealment is desirable, the STUDOR recess box provides a safe as well as esthetically pleasing solution while providing code required accessibility to the valve. The box can also be used as the termination point for an open pipe side wall vent as an alternative to venting through the roof. I ^ I DIMENSIONS I Plastic flanges with screws A B C D 7 3/4" 7 3/4" 3 3/4" 9 1/2" Fits: Mini-Vent, and Redi-Vent only 'FR-12" Air admittance valve Recess Box · Warnock Hersey Certified · 1 hour and 2 hour Rated · Made of High Temperature Resin · U.L. Listed Intumescent Pad Attached to Back of Outlet Box I ^ I DIMENSIONS A B C D 6" 6" 3 5/8" 9 1/2" Introduction to Air Admittance Valves (AAVs) Dealing with Negative Air Pressure The concept of venting fixtures has been a part of the plumbing industry since its conception. Balancing the pressure inside a DWV system, in order to equalize it with ambient pressure, is essential to maintain the water seal in the fixture trap. Loss of the water seal would allow the introduction of contaminants (sewer gasses and pathogens) into the living space. Lacking the insight of modem science and the aid of modern technology, early designers devised a system comprised of a series of pipes extending to the outdoors. Although with updates and variation that very same cumber-some and often slow reacting system is still very much in use today around the world. It wasn't long however before the limitations of such a design were evident (e.g. roof penetrations and all related problems, excessive material use, space limitations, frost closure, trap loss due to high wind conditions, chimney effect in the pipe during fires, etc.) Attempts were made to find more practical and effective solutions but lack of reliability and or the inability to maintain a healthy and sanitary environment doomed most of these efforts. Studor Air Admittance Valves were the first devices to offer an alternative to open pipe vent systems. STUDOR's design utilizes a reverse lift sealing mechanism (membrane or ball) which opens (fig. 1) when even minimal vacuum conditions are present inside the system and closes (by gravity) when external and internal pressures are equalized. With the OPEN and CLOSE functions controlled entirely by pressure changes in the system and gravity, STUDOR AAVs have no springs (that can rust or lose memory), no gears (to jam or wear) and no stress components or dynamic seals (to fail). Additionally any positive pressure, like sewer gasses trying to escape, causes the valve to seal even tighter (fig. 2).The result is a valve which far exceeds the life of the system it serves to maintain proper sanitation. Fig. 1 Fig. 2 Besides working flawlessly, representing potential savings (by eliminating unnecessary vent piping and roof penetrations) and being the best solution for difficult to vent fixtures, STUDOR AAVs bring to a DWV system perhaps the most important of all features: greater efficiency. Because AAVs are either at or very near the Point Of Need (PON) for air, and thanks to their reaction times, a system utilizing STUDOR AAVs is capable of balancing its internal pressure much more efficiently, without trap movement or depletion than open pipe vent systems. This is particularly true in large commercial applications where the air needed to balance the system after each occurrence is drawn from far away points and thus require substantial time to reach the Point of need (PON). Introduction to the Positive Air Pressure Attenuator (PAPA) Dealing with Positive Air Transients We have seen how STUDOR AAVs are the technically preferable way of dealing with negative air pressure in a DWV system. We have also noted however how positive air pressure in the system will cause the valve to seal even tighter. This means that positive pressure in the system must be dealt with separately. There are essentially three different types of positive pressure conditions in a DWV system: Positive pressure from the main sewer (or septic tank) although positive pressure from the sewer or a septic tank is not a condition generated within your own system, it can certainly affect it in negative ways. For this reason it is important to have at least one open pipe vent per building drainage system. The drawings show two different layouts of a building complex. In the first example (fig. 3) the buildings only have one tie-in (thus requiring only one open vent) while the second example (fig. 4) shows two separate tie-ins (thus requiring two open vents in the building).Common sense dictates that the stack closer to the sewer tie-in is recommended to be the one to open atmosphere so the positive pressure can be relieved before it has much ora chance of entering the building's DWV system and unsettling its air balance. Positive pressure generated by a blockage or belly in the pipe This is clearly a condition requiring attention. Unlike with other kinds of positive pressure there are no devices or designs to address a blockage or belly in the pipe, this problem is a failure of the system and it must be fixed. It is however important to understand how AAVs and a system utilizing AAVs are affected by such a condition. The first thing is to make sure the AAVs used are ASSE and NSF certified. Among other things this will guarantee that the valve will be able to withstand up to 30" of water column. Such products can be installed under the flood rim level since even in the presence of positive pressure created by a block- age (fig. 5) the valve(s) will not leak. Non third-party certified valves may not be able to handle the pressure generated by a blockage and should not be used. Positive pressure building at the valve will prevent it from opening thus preventing sewer gases from entering the building. If we consider however that the blockage is a problem that must be fixed, a poorly draining fixture in a system utilizing AAVs acts as an early warning sign of a drainage problem allowing the user to address it in a timely fashion. Fig. 3 Fig. 4 Fig. 5 Blockage Positive Air Pressure Attenuator (PAPA) Continued Positive pressure created by a Hydraulic Jump in multi-story buildings. This pressure referred to as positive transients) was believed to be the result of the hydraulic jump. Recent studies however have revealed a different scenario. When a WC is flushed or a bath or lavatory is emptied, the water flows in the horizontal part of the drainage system and carries with it solids from theWC or, perhaps solids which had deposited in the pipe from a previous flush. When this water reaches a vertical stack pipe, it pours in, in a curved fashion until it strikes the back wall of the vertical pipe. The water then swirls around the inner surface and falls down the pipe, under gravity, clinging to the pipe wall, this is called annular water flow (see figure 6). The water film on the inner surface of the pipe is surprisingly thin, even at high flow rates producing little more than I/4 inch film thickness. The solids fall, under gravity, in the core of the pipe. At the bottom of the stack the piping system ma kes the transition from vertical to hori- zontal th rough a sweep. As the flow goes through the sweep, centrifugal forces generated by the swirling action keep the fluid attached to its iD, much the same way it did while falling through the vertical stack. Towards the end of the sweep however the gravitational pull exceeds the centrifugal force and the fluid coating the inside of the sweep and upper half of the horizontal pipe falls to the bottom of the pipe forming a curtain of water. It is this curtain that the trapped air hits and bounces off creating the positive transient (see Figure 7). Pressure transients are very simply the physical communication of a condition at one point in a system to another point. This means that if there is an event at point A then this information is communicated to point B some distance away by means of a pressure wave. The wave moves much faster than the air in which it travels and can move in any direction, not necessarily in the flow direction. In a pipe the speed at which an air pressure transient travels is the acoustic velocity, approx 1050 ft/sec. Over the years the industry has relied on either designing dedicated passages (relief vents) for positive transients or complicated, limiting devices {aerator and de-aerator fittings) in order to prevent any discharge to ever reaching terminal velocity, no matter how tall the building is. As it was in the case of AAVs, STUDOR was first to research and bring to market a device which efficiently and cost-effectively removes the threat of positive transients. The RA.RA. {Positive Air Pressure Attenuator) device acts like a water-hammer arrestor but for air. Unlike most water-hammer arrestors though, the RA. RA. device does not rely on cam pressed gas or springs for its operation. Naturally occurring conditions (positive pressure) are all that's needed to make the RA.RA work. For these reasons the RA.RA is a non-maintenance item guaranteed to last as long as the DWV system in service. How it works: When the flow from a discharge (and following vacu urn) goes by the branch-off fitting, the bladder inside the RA.RA is primed. After the air trapped by the flow, bounces off the water curtain and the positive transient is created, it begins its journey upward through the system. As the transient passes by the branch-off fitting some of it follows the alternative route and finds its way into the RA. RA. At that very moment the bladder begins to expand, a differential pressure is created at the branch-off point. This immediately makes the branch the path of least resistant (much like a short in an electrical loop) causing the vast majority of the transient to enter the RA. RA.The inflating blad- der quickly (0.2 seconds) absorbs the energy of the transients thus reducing its speed to a harmless 40 ft per sec. The small volume of air is then released back into the system with no consequence. entrained entrained airflow airflow Fig. 6 transient water crossflow from curtain Fig. 7 woter down flow transient propagated from curlain point of separolion of water downflow from l/pipe inner radius Installation of Studor Air Admittance Valves 1. STUDOR AAVs must be located a minimum of four (4") inches above the horizontal branch drain or fixture drain being vented. 2. STUDOR A^Vs shall be accessible should replacement be required. For in wall installation use STUDOR recess box/grill combination. 3. STUDOR ^^Vs location must allow for adequate air to enter the valve. When located in a wall space or attic space lacking ventilation openings, openings shall be provided. Locating the valve in a sink or vanity cabinet is acceptable. 4. STUDOR AAVs must be installed in the vertical, upright position. A maximum deviation (in either direction) from plum of 15 degrees is allowed. 5. The vent shall connect to the drain vertically to maintain an unobstructed opening in the piping to the STUDOR AAVs. 6. A minimum of one vent pipe shall extended to the open atmosphere for each building drainage system for relief of positive pressure, the size of th is vent is not specified because this single vent does not determine the total amount of aggregate cross sectional area of the vent system. The total amount of the cross sectional area of vents combined on the system has to equal the aggregate cross sectional area of the building drain. When properly installed an air admittance valve in the system is equivalent to an open vent pipe having the same cross sectional area as any other vent. Such open air vent is recommended to be located as close as possible to the connection between the building drain and building sewer. 7. The MAXI-VENT must be installed six (6") inches above the highest flood level rim of the fixtures being vented in stack applications. 8. STUDOR AAVs installed in attic area must be located a minimum of six (6") inches above the ceiling insulation. 9. The use of TEC-VENT in return air plenums or CHEM-VENT in acid/chemical waste applications shall be allowed only in engineered drainage systems designed by a design professional and approved by the local authority 10. The maximum height of drainage stack being vented by a MAXI-VENT must not exceed six (6) branch intervals. 11. When a horizontal branch connects to a stack more than four (4) branch intervals from the top of the stack. A relief vent shall be provided. The relief vent must be located between the connection of the branch to the stack and the first fixture connecting to the branch. The relief vent may also serve as a vent for the fixture. The relief vent must connect to the vent stack, stack vent or extend outdoors to the open air. 12. OnlyTeflon® tape can be used on the valves' threads. Use of primer, solvent cement or pipe dope will void STUDOR warranty. 13. The REDI-VENT, MINI-VENT, MAXI-VENT, TEC-VENT and CHEM-VENT must be installed at finish, after the system rough-in and pressure test. Installing the RA.RA. Device The P.A.RA. device can be installed in the Vertical or Horizontal position Connecting two or more RA.RAo devices Cement the threaded adaptor to spigot-end of the RA.RA. with ABS Cement When mounting the RA.RA device vertically the RA.RA. device should be independently supported by an anchor connected to its housing as shown in (fig. 8).The anchors metal hoop around the RA.RA. housing unit should allow for expansion and contraction and be rubber lined to prevent damage. Alternately the RA.RA. should be connected to the pipe with the use of a Fernco type coupling or no-hub band. When mounting horizontally (it is advisable to maintain a minimum of a few degrees of slope so as to induce self draining) or at any angle up to 90 degrees, the P.A.P.A. device should be supported or anchored as shown in (fig. 9). The portion of the support or anchor in contact with the device housing should allow for expansion and contraction and be rubber lined to prevent damage. Threaded adaptor (Use Teflon tape on the threads) I Screw the top offthe I P.A.P.A. when connecting two or more devices together Up tO a maximum of four (4) P.A.P.A devices can be joined in series to provide additional protection as shown in (fig. 10). or (3"No-Hub band) to Note:The P.A.P.A. must be installed connect to the RA.RA. device after the System's pressure test · to the system Note: Accessible;in rega rd to the RA.RA. device is defined as noting the location of the RA.RA. device on the final plan s for the building,The RA.RA, may be located behind the sheetrock wall or ceiling without an access panel. If the RA.RA. is located behind a concrete wall or block wall an access panel is required. next branch level Horizontal Branch Maxium Distance 10 Feet Waste Stack ~ Horizontal Branch Minimum 2 feet Note: Stacks receiving Suds discharges Install RA.RA. as close as possible to the first horizontal branch  Minimum 3 feet Stack extending no more than 5 floors above the base of the stack or offset should be a minimum of 2 feet Stack extending more than 5 floors above the base of the stack or offset should be a minimum of 3 feet Minimum distance shall be measured from center to center Air Admittance Systems Design Criteria There are many designs that can utilize Studor's Air Admittance Valves. Various layouts of acceptable designs are shown in the following diagrams. These isometric drawings are intended to show some of the acceptable designs; however several additional designs are also acceptable. INDIVIDUAL VENT COMMON VENT WET VENT Studor Mini-Vent, Redi-Vent Studor Mini-Vent Studor Mini-Vent, Redi-Vent or Tee-Vent WC Redi-Vent or Tee-Vent · Studor Mini-Vent W~ Redi-Vent or Tec-Vent '~ TUB Studor Mini-Vent Figure 1 Redi-Ventor LA¥1~.~ ! [~3 J The simplest form of venting is an Tec-Vent individual vent. The individual vent with ~ ¥ the Studor vent as the vent terminal is an effective method of venting island LAY fixtures or fixture located in a remote I r,,, ~'-,,~ K.$ location, Figure 2 $tudor Mini-Vent, Redi-Vent or Tec-Vent WC ~ LAV Studor Mini-Vent, Redi-Vent TUB ; 2 The common vent is similar to an indi- vidual vent. The vent serves two or three fixtures. The Studor vent can be located in the close proximity to the fixture being vented CIRCUIT VENT Studor Mini-Vent or Te~-Vent wc Figure 5 A single vent serves as the vent for three to eight fixtures. The Studor vent serves as the circuit vent. Figure 4 A double bathroom group, back to back, can be wet vented with a single Studor vent connecting as the vent. Figure 3 A wet vent is a single vent for one or two bathroom groups. There are different layouts for achieving the same venting concept. A single bathroom group wet vent can terminate to a Studor Vent. CIRCUIT VENT Studor Mini-Vent or Tee-Vent z ""-,,~..~wc / Figure 6 When the horizontal drainage branch connects to a stack having more than 4 branch intervals located above the branch, a relief vent ids required. The re- lief vent must connect to the vent stack, stack vent, or extend to the outdoor air BRANCH VENT Studor Mini-Vent, Maxi-Vent orTec-Vent / Figure 7 When various vents connect to a branch vent a Studor vent can serve as the vent for the branch WASTE STACK VENT Studor Maxi-Vent or Mini-Vent 3"-.~/'"XJ~s Figure 10 The Studor vent can serve as the vent for a waste stack vent. The maximum height of the waste stack vent with an air admittance valve is six branch intervals BRANCH VENT Studor Mini-Vent or Tee-Vent Figure 8 More than one Studor vent can be installed within a horizontal branch to vent various fixtures. A relief vent is required when more than 4 branch intervals are located above the branch connection. WASHING MACHINE Studor Mini-Vent, Redi-Vent or Studor Mini-Vent, Tec-Vent ~/ Redi-Vent or LA~ [~ I ~/:" Tec-Vent =;, ;1'='."; co ,, VENT STACK-STACK VENT Studor Maxi-Vent or Mini-Vent / ~ - Relief Vent DrainageStack :1 ... / Figure 9 The stack type air admittance valve, Stu- stack or stack vent. The maximum height of the drainage stack that is vented with an air admittance valve is six branch intervals Figure 11 The IPC and the IRC both would show that Air Admittance Valves are permitted for the use of individual vents, branch vents and circuit vents. The Studor MrNI- VENT or REDI-VENT may serve as the termination point for these vents as long as there is at a minimum of one vent to open atmosphere within the building system. There are no stipulations within the code that precludes our product from being used in this manner. Studor endorses the IPC code which recom- mends that the horizontal line from the washing machine be 3"as the standard for the DWV system when instarling washing machine drains. The IRC use of a 2"horizontal line does not in any way preclude us from being used as a termi- nation point for the vent. Air Admittance Systems Design Criteria (con .) Sewer Ejector A distance ~ i~0ectorEj Sewer Line In Sewer Vent pipe must be connected in upper quad- rant of horizontal drain pipe approximately 20 I ? diameters°rgreater B distance Note: When using an air admittance valve on a sewer ejector you must get approval from the local authority A - ^^v can be located anywhere in between distance A The AAV serving the vent for the sewer ejector shall be the same size as the vent. (Mini-vent can serve either 1-1/2 or 2" pipe size) B-The B distance will vary according to the sewer ejector manufacturers instructions Note: Air admittance valve must be accessible Any combination of fixtures within two bathroom groups located on the same floor level are permitted to be vented by a wet vent. A bathroom group is defined as a group of fixtu res constisting of a water closet, lavatory, bathroom or shower, including or excluding a bidet, an emergency floor drain or both and such fixtures are located together on the same floor. The piping arrangement in the wet vent system permits the designer and installer the versatility to combine the fixtures with a single vent pipe connection. Horizontal Wet Vent Shaded area AAV ! WC desig nates Wet vent ~.l~ 2 '/ Individual, branch, and circuit vents ~ shall be permitted to terminate with a connection to an air admittance valve. The air admittance valve shall only vent fixtures that are on the same floor level and connect to a horizontal branch drain. Horizontal Wet Vent NOTE: Shaded area You can install an AAV designates Wet vent or run a vent pipe to the ~ / open atmosphere. ~ ~-~ ~-,// The wet vent shall be considered the TUB ! V vent for the fixtures and shall extend I ~ i /1 I LAV from the connection of the dry vent U~ ~ // ULA~ along the direction of flow in the - ~ drain pipe to the most downstream /'~ fixture drain connection to the hori- /~ zontal branch. r// Double Bathroom Group NOTE: -~/~YYou can install ~v i,.T one AAV on either side of the lavatory LAV branch arm  ue Shaded area  designates Wet vent Maximum Distance of Fixture Trap from Vent Size of Slope Distance Trap (inches) from Trap (inches) per foot (feet) 1-1/4" 1/4" 5' 1-1/2" 1/4" 6' 2" 1/4" 8' 3" 1/8" 12' 4" 1/8" 16' IPC table 906.1 2006 Size of Slope Distance Trap (inches) from Trap (inches) per foot (feet) 1-1/4" 1/4" 2'-6" 1-1/2" 1/4" 3'- 6" 2" 1/4" 5' 3" 1/4" 6' 4" 1/4" 10' UPC 2009 Sizing the wet vent and the dry vent Shaded area designates Wet vent AAV Shaded area designates Wet vent 908.2 Horizontal Wet Yenting I wc for Bathroom Groups Sect on 908.2.3 S ze '" NOTE: You can install one AAV or either side of the lavatory L~Vbranch arm Wet Vent Pipe Drainage Fixture Size (inches) Unit load (da's) 1-1/2 1 2 4 2-1/2 6 3 12 IPC Table 909.3 Sizin the wet vent Horizontal Wet Venting NOTE: You can install an AAV or run a vent NOTE: pipe to the open atmosphere You can install one AAV or either side The distance from the vent to ~'-~ of the lavatory the trap weir of the bathtub ~3 is longer than 8' therefore an / branch arm individual vent is required Bathtub 3" designates Wet vent Only the fixtures within the bathroom QrOUD shall connect to the wet vented horizontal branch drain NOTE: .or Allowed YOU can install one AAV on i eithbr,::icdh~fmthe ~- KS ~ ~'~ dAonYw nasdt::c~ Eol f f :)~feu weeSt Svheanllt disc harg e Drainage Fixture Units (DFU) Drainage Fixture Unit is a value that is directly related to the sizing and selection of both your drainage piping and your Air Admittance Valves. Specifically when it comes to selecting the right Studor air admittance valve a capacity range which can vary substantially (e.g. from 1 DFUs to S00 DFUs). It is important to notice that this capacity range is not at all a function of the valve size but rather of the size of the branch serviced by the valve. The table below shows how DFUs values are assigned to different fixtures. DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS DRAINAGE FIXTURE MINIMUM UNIT VALUE AS SIZE OF TRAP FIXTURE TYPE LOAD FACTORS (Inches) Automatic clotfies washers, commerciaP 3 2 Automatic clothes washers, residential 2 2 Bathroom group as defined in Section 202 (1.6 gpf water closet)~ S -- Bathroom group as defined in Section 202 6 -- (water closet flushing greator than 1.6 gpf)" Bathtubb (with or without overhead shower or whirlpool attachments) 2 1 1/2 Bidet 1 1 1/4 Combination sink and tray 2 1 1/2 Dental lavatory 1 1 1/4 Dental unit or cuspidor 1 1 1/4 Dishwashing machine, domestic 2 2 1/2 Drinking fountain 1/2 1 1/4 Emergency floor drain 0 2 Floor drains 2 2 Kitchen sink, domestic 2 1 1/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 1 1/2 Laundry tray (1 or 2 compartments) 2 1 1/2 Lavatory 1 1 1/4 Shower 2 1 1/2 Sink 2 11/2 Urinal 4 Footnote c Urinal, 1 gallon per flush or less 2~ Footnote c Wash sink (circular or multiple) each set of faucets 2 I 1/2 Water closet, flushometer tank, public or private 4d Footnote c Water closet, private (1.6 gpf) 3d Footnote c Water closet, private (flushing greater than 1.6 gpf) 4d Footnote c Water closet, public (1.6 gpf) 44 Footnote c Water closet, public (flushing greater than ~ .6 gpf) 6d Footnote c a. For traps, up to 3 inches. b. A showerhead over a bathtub or whirlpool bathtub attachment does not increase the drainage fixture unit value. c. Trap size shall be consistent with the fixture outlet size. d. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. e. For fixtures added to a dwelling unit bathroom group, add the DFU value of those additional fixtures to the bedroom group fixture count. RA.RA. Design Criteria There are several issues to be recognized as the drainage and vent system respond to positive transients propagation: · The pressure profile is constantly changing · The area of risk to trap water seals is dynamic and constantly changing · The volume of extra air in the system will depend on airflow rate, closure times of blockage and the AAVs pipe period of the system; all of which are not constant To deal with these certainties, the RA.RA. device should be distributed throughout the system. The following is only a guide line of how many RA.RA. devices would be required per stack. This would vary depending on the plumbing design. Please consult Studor, Inc. with any questions regarding the design of the system Height of stack above base or offset Location of additional P.A.RA. devices number of floor levels Upto 10 .................................................... 1 RA.RA.at the base 11 - 15 ..................................................... 1 at base, 1 at mid level 16 - 25 ..................................................... 1 at base and at intervals not exceeding 5 floors 26 - 50 ..................................................... 2 RA.RA. in series at base and at intervals not exceeding 5 floors up to level 25 and at interval not exceeding 10 floors above level 25 51 or more .................................................. Studor must be consulted Table A. MINIMUM DISTANCE Stack extending no more than 5 floors above the base of the stack or offset: 2 ft Stack extending more than 5 floors above the base of the stack or offset: 3 ft Stack receiving suds discharges: As close as possible to the first horizontal branch Minim um distonce shall be measured from cen tel to cen tel RA.RA. DESIGN CRITERIA With the P. AoP. A. devices installed throughout the system, the protection against positive transients would never be more than 10 floors away. Therefore the transient is dealt with before it can affect the whole system. It is essential to recognize that to be effective, a pressure transient attenuator must be placed between the source of the transient and the fixture to be protected. The P.A.P.A. device is a maintenance free product and we recommend that it is accessible. As referenced on page 16. Fluids and suds entering the device will not restrict the device's ability to neutralize the negative effects of pressure transients nor will they compromise the life expectancy of the device. Note:The P.A.P.A. does not solve the problem of a slow buildup of pressure, a sustained positive pressure originating from deposits blocking the pipes, the blockage of a public sewer, an over- loaded septic tank, etc. This is an inherent problem that must be resolved with or without the installation of P.A.P.A. devices or AAVs. The RA.RA. device may be utilized in conjunction with a conventional System STUDOR offers a full planning service for designs of drainage venting systems incorporating the STUDOR products. Use of the STUDOR RA.RAo devices in conjunction with non-STUDOR brand air admittance valves will void any and all warranties on the P.A.P.A. unit(s) as well as any other STUDOR components used on the the project. Studor System Riser with PoA.P.A. device & Studor Air Admittance Valves STUDOR HAS PREPARED THIS STANDARD DETAIL TO DEMONSTRATE STUDOR'S RECOMMENDED INSTALLATION OF ITS PRODUCTS. IN THE ADDITION TO STUDOR RECOMMENDATIONS, THERE MAY BE OTHER NATIONAL, STATE OR LOCAL SPECIFICATIONS THAT ARE PERTINENTTO THIS APPLICATION. STUDOR INC STANDARDS DO NOT SUPERSEDE ANY NATIONAL, STATE OR LOCAL SPECIFICATION AND STUDOR RECOMMENDS THAT THOSE REQUIREMENTS BE REVIEWED AND CONSULTED WITH STUDOR PRIOR TO THE INSTALLATION OF STUDOR PRODUCTS. STUDOR HAS NOT AUTHORIZED, AND IT BEARS NO RESPONSIBILITY FOR, ANY REVISIONS, ALTERNATIONS OR DEVIATIONS FROM THIS. THERE MUST BE A MINIMUM OF ONE VENTTO OPEN ATMOSPHERE PER BUILDING SYSTEM. Typical Back to Back Tub Bath TO Upper Floors Studor MINI 7UB B uild~ng Dram lstFloor CODES Currently there are several plumbing codes used in the USA;the International Plumbing Code (IPC),the Residential Plumbing Code (IRC),the Uniform Plumbing Code (UPC) and the National Standard Plumbing Code (NSPC),There are also many state and local codes as well as variations of these model codes. INTERNATIONAL PLUMBING CODE (IPC) SECTION 917-AIR ADMITTANCE VALVES 917.1 General. Vent systems utilizing air admittance valves shall comply with this section. Individual and branch*type air admittance valves shall conform to ASSE 1051. 917.:2 Installation. The valves shall be installed in accordance with the requirements of this section and the manufacturer's installation instruc- tions. Air admittance valves shall be installed after the DWV testing required by Section 312.2 or 312.3 has been performed. 917.3 Where Permitted. Individual, branch and circuit vents shall be permitted to terminate with a connection to an air admittance valve. The air admittance valve shall only vent fixtures that are on the same floor level and connect to a horizontal branch drain. Tbe horizontal branch drain shall conform to Section 917.3.1 or Section 917.3.2. 917.3.1 Location of branch. The horizontal branch drain shall connect to the drainage stack or building drain a maximum of four branch inter- vals from the top of the stack, 917.3.2 Relief vent. The horizontal bra nch shall be provided with a relief vent that s hall connect to a vent stack, or stack vent, or extend out- doors to the open air. The relief vent shall connect to the horizontal branch drain between the stack or building drain and the most downstream fixture drain connected to the horizontal branch drain. The relief vent shall be sized in accordance with Section 916.2 and installed in accordance with Section 905. The relief vent shall be permitted to serve as the vent for other fixtures. 917.4 Location. The air admittance valve shall be located a minimum of 4 inches (102mm) above the horizontal branch drain or fixture drain being vented,The air admittance valve shall be located within the maximum developed length permitted for the vent. The air admittance valve shall be installed a minimum of 6 inches (152mm) above insulation materials. 917.5 Access and ventilation. Access shall be provided to all air admittance valves. The valve shall be located within a ventilated space that allows air to enter the valve. 917.6 Size. The air admittance valve shall be rated for the size of the vent to which the valve is connected. 917.7 Vent required. Within each plu robing system, a m inimu m of one stack vent or vent stack shall extend outdoors to the open air. 917.8 Prohibited installations. Air admittance valves shall not be installed in non-neutralized special waste systems as described in Chapter &Valves shall not be located in spaces unitized as supply or return air plenums. SECTION 303 MATERIALS 303.1 Identification. Each length of pipe and pipe fitting, trap, fixture, material and device utilized in a plumbing system shall bear the identifica- tion of the manufacture r. 303.2 Installation of materials. All materials used shall be installed in strict accordance with the standards under which the materials are ac- cepted and approved. In the absence of such installation procedures, the manufacturer's installation instructions shall be followed. Where the requirements of referenced standards or manufacturer's installation instructions do not conform to minimum provisions of this code, the provi- sions of this code shall apply, 303.3 Plastic pipe, fittings and components. All plastic pipe, fittings and components shall he third-party certified as conforming to NSF 14. Section 406 Automatic Clothes 406.3 Waste Connection, The waste from an automatic clothes washer shall discharge through an air break into a standpipe in accordance with Section 802.4 or into a laundry sink. The trap and fixture drain for an automatic clothes washer standpipe shall be a minimum of 2 inches (51mm) in diameter. The automatic clothes washer fixture drain shall connect to a branch drain or drainage stack a minimum of 3 inches (76mm) in diameter. INTERNATIONAL RESIDENTIAL CODE (IRC) P3114.1 General. Vent systems utilizing air admittance valves shall comply with this section. Individual-and-branch*type air admittance valves shall conform to ASSE 1051. Stack type air admittance valves shall conform to ASSE 1050, 3114.2 Installation. The valves shall be installed in accordance with the requirements of this section and the manufacturer's installation instmc- tions. Air admittance valves shall be installed after the DWV testing required by Section P2503.5.1 or P 2S03.5.2 has been performed. 3114.3 Where permitted. Individual vents, branch vents, circuit vents and stack vents shall be permitted to terminate with a connection to an air admittance valve, 3114.4 Location. Individual and branch air admittance valves shall be located a minimum of 4 inches (102 mm) above the horizontal branch drain or fixture drain being vented. Stack-type air admittance valves shall be located a minimum of 6 inches (152 mm) above the flood level rim of the highest fixture being vented. The air admittance valve shall be located within the maximum developed length permitted for the vent. Tbe air admittance valve shall be installed a minimum of 6 inches (152 mm) above insulation materials installed in attics. 3114.5 Access and Ventilation. Access shall be provided to all air admittance valves. The valve shall be located within a ventilated space that allows air to enter the valve. 3114.6 Size. The air admittance valve shall be rated in accordance with the standard for the size of the vent to which the valve is connected. 3114.7 Vent required. Within each plumbing system,a minimum of one stack vent or vent stack shall extend outdoors to the open air. CODES (cont.) UNIFORM PLUMBING CODE 301.2 Alternate Materials and Methods of Construction Equivalency Nothing in this code is intended to prevent the use of systems, methods, or devices of equivalent or superior quality, strength, fire resis- tance, effectiveness, durability, and safety over those prescribed by this code. Technical documentation shall be submitted to the Author- ity Having Jurisdiction to demonstrate equivalency. The Authority Having Jurisdiction shall approve the system method or device when determined to be equivalent or superior. However, the exercise of this discretionary approval by the Authority Having Jurisdiction shall have no effect beyond the jurisdictional boundaries of said Authority Having Jurisdiction. Any alternate material or method of construc- tion so approved shall not be considered as conforming to the requirements and/or intent of this code for any purpose other than that granted by the Authority Having Jurisdiction when the submitted date does not prove equivalency. 301.2.1 Testing The Authority Having Jurisdiction shall have the authority to require tests, as proof of equivalency. 301.2.1.1 Tests shall be made in accordance with approved standards, by an approved testing agency at the expense of the applicant. In the ab- sence of such standards, the Authority Having Jurisdiction shall have the authority specify the test procedure. 301.2.1.2 The Authority Having Jurisdiction shall have the authority to require tests to be made or repeated if, at any time, there is reason to believe that any material or device no longer conforms to the requirements on which its approval was based. NATIONAL STANDARD PLUMBING CODE (NSPC) NOTE: Following sections of the code cover the special design requirements that apply to all of the systems in Appendix E. E.1 GENERAL REQUIREMENTS E.1.1 Special design plumbing systems shall include all systems that vary in detail from the requirements of this Code. E.1.2 The provisions of this Appendix shall control the design, installation, and inspection of special design plumbing systems. E.1.3 Special design plumbing systems shall conform to the Basic Principles of this Code. E.1.4 Special design plumbing systems shall be designed by a registered design professional who is licensed to practice in the particular jurisdiction. E.2 Plans, Specifications, and Computations E.2.1 Plans, specifications, computations,and other related data for special design plumbing systems, prepared by the registered design professional, shall be submitted to the Authority Having Jurisdiction for review and approval prior to installation. E.2.2 The design plans shall indicate that the plumbing system (or portions thereof) is a special design system. E.3 Installation of Special Design Plumbing Systems E.3.1 Special design plumbing systems shall be installed according to established,tested and approved criteria, including manufacturer's instructions. E.3.2 The installation shall comply with Chapter 2 - General Regulations and other applicable requirements of this Code. E.4 Certification of Compliance E.4.1 Inspection shall be made by the Authority Having Jurisdiction to ensure conformance with data submitted for approval and the applicable requirements of this Code. E.4.2 The complete installation and performance of the special design plumbing system shall be certified by the registered design professional as complying with the requirements of the special design. NOTE: Final code considerations It must be noted that even in the IPC, where AAVs are specifically approved it is stated that Air admittance valves shall not be installed in non-neutralized special waste systems and shall not be located in spaces unitized as supply or return air plenums. These limitations, reasonable and appropriate, at the time the latest code revisions were written do not take into account the latest products from Studor Engineered Systems. Some STUDOR products were specifically designed for applications such as chemical / acid waste or for use in the supply and return plenum. These valves, as shown in this manual utilize special materials exhibiting all the mechanical, chemical, thermal and fire related properties needed to perform in specialized applications,When utilizing these specialty valves in a system, the system must be designed by a design professional and approved by the local authority. CANADIAN NATIONAL PLUMBING CODE DIVISION A 1.4.1.2. Definition Air admittance valve means a one-way valve designed to allow air to enter the drainage system when the pressure i n the plumbing system is less than the atmospheric pressure. (See Appendix Note A-2.2.10.16.(1) of Division B.) DIVISION B 2.2.10.16. Air admittance valves 1) Air admittance valves shall conform to ASS[~ 1051,"Individual and Branch Type Air Admittance Valves for Sanitary Drainage Systems."(See Appendix A.) 2.5.9. Air Admittance Valves (See A-2.2.10.16.(1) in Appendix A.) 2.5.9.1. Air Admittance Valve as a Vent Terminal 1 ) individual vents may terminate with a connection to an air admittance valve as provided in Articles 2.5.9.2.and 2.5,9.3.(See also Sentence 2.2.10.16.(1).) 2.5.9.2. Air Admittance Valves 1) Air admittance valves shall only be used to vent a) fixtures located in island counters, b) fixtures that may be affected by frost closure of the vent due to local climatic conditions, c) fixtures in one and two-family dwellings undergoing renovation, or d) installations where connection to a vent may not be practical. 2) Air admittance valves shall be located a) not less than 100mm above the horizontal branch drain or fixture drain being vented, b) within the maximum developed length permitted for the vent, and c) not less than 150mm above insulation materials. 2.5.9.3. Installation Conditions 1) Air admittance valves shall not be installed in supply or return air plenums, or in locations where they may be exposed to freezing temperatures. 2) Air admittance valves shall be installed in accordance with the manufacturer's installation instructions. 3) Air admittance valves shall be rated for the size of vent pipe to which they are connected. 4) Installed air admittance valves shall be a) accessible, and b) located in a space that allows air to enter the valve. 5) Every drainage system shall have one vent that terminates to the outdoors in conformance with Sentence 2.5.6.2.(1). Standards & Listings AIR ADMITTANCE VALVES Standards are the ind ustry's benchmark for any given product. A standard will identify the minimum performance criteria of a product. Being the inventor of the Air Admittance Valve's exclusive technology, STUDOR was also instrumental, working closely with ASSE, in the development of today's applicable standards. All STUDOR Air Admittance Valves are tested to and conform to the following standards: ANSI/ASSE 1051 (2009 revision) Single Fixture and Branch-Type AAVs ANSI/ASSE 1050 (2009 revision) Stack-Type AAVs ASSE Seal of Approval NSF Standard 14 (Plastic Pipe, Fittings and Components) The fundamental technical parameter of ASSE 1 OS 1 and 1050 as they relate to the performance of AAVs as follows: Min. Opening pressure ................ 0.30 inches Tightness ............................ Tight at 0.25 inches of water column Max pressure rating .................. 30" H20 Endurance ........................... 500,000 cycles Operating temperature range ........ -40F to +150F Chem-Vent ........ -40F to +212F Temperature test ..................... 8 hrs @+150F ...................................... 8 hrs @ -40F It is important to note that all STUDOR valves not only meet all but also exceed one or more of the above parameters. At 1,500,000 cycles all our valves far exceed the cycle life testing and some (like the Chem-Vent) undergo a much more stringent temperature test (8 hfs @212F) because of the potential of exothermic reaction in acid waste systems. Product listings are also a fundamental part of a product makeup. Without listing there would be no independent third party certification that a given product actually conforms to the relevant standard(s). All STUDOR Air Admittance Valves are listed and certified by one or more of the following: ASSE NSF IAPMO ICC-ES PMG WARNOCK HERSEY UL ASSE 1050 NSFCF-RrlFIED FO. DVW 1025 Intertek ASSE 1051 TO N~: STANDARD 14 Following is NSF14 schedule for testing of STUDOR AAVs. Air admittance valve test frequency Test Stack'l~pe Fixture and Devices Branch Devices Capacity Test annually annually Low pressure test of complete device weekly -- Pressure test of complete device -- weekly Temperature range test annually annually Thread length weekly weekly Product Standards ASSE 1050 ASSE 1051 Materials Properties Product: MAXI-VENT- MINI-VENT - REDI-VENT Material of construction: Acrylonitrile Butadiene Styrene (ABS) MECHANICAL Property Tensile Modulus c73 F, 2.0 in/mm Elongation at Break @73 F Modulus of Elasticity@73 F Modulus of Elasticity@176 F Compressive Strength Flexural Strength Typical Data Unit 5500 psi 45 % 240,000 psi 185,000 psi 6150 psi 13,000 psi IMPACT Property Izod Impact, notched Typical Data Unit 8.5 ft-lb/in PHYSICAL Property Specific Gravity, solid Water Absorption 24 hrs. Typical Data Unit 1.04 -- 0.01 % THERMAL Property Coefficient of Linear Expansion Heat Deflection Temp. @ 66psi load Heat Deflection Temp. @ 264psi load Thermal Conductivity Typical Data Unit 5.0x10-5 in/in/F 200 F 180 F 1.31 -2.32 Btu/in/ft2F/hr Method ASTM D 638 ASTM D 638 ASTM D 790 ASTM D 790 ASTM D 695 ASTM D 790 Method ASTM D 256 Method ASTM D 792 ASTM D 570 Method ASTM D 696 ASTM D 648 ASTM D 648 ASTM C 177 MATERIALS PROPERTIES Product: TEC-VENT Material of construction: Polycarbonate (Lexan) MECHANICAL Property Typical Data Tensile Str, yld,Type I, 2.0 in/mm 8500 Tensile Elong, brk, Type I, 2.0 in/mm 130.0 Tensile Modulus, 2.0 in/mm 305000 Flex Stress, yld, 0.05 in/mm, 2" span 12900 Flex Mod, 0.05 in/mm, 2" span 300000 Hardness, H358/30 90 IMPACT Property Izod Impact, notched, 73F Izod Impact, notched, 22F Typical Data 15.0 12.7 THERMAL Property Vicat Softening Temp, Rate B Relative Temp Index, Elec Relative Temp Index, Mech w/impact Relative Temp Index, Mech w/o impact Typical Data 299 deg 125 deg 115 deg 120 deg PHYSICAL Property Specific Gravity, solid Melt Flow Rate, 300C/1.2 kgf (0) Density Typical Data 1.18 10.0 1.19 ELECTRICAL Property Dielectric Constant, 1 MHz Dissipation Factor, 1 MHz Typical Data 2.90 0.0085 FLAME CHARACTERISTICS Property UL File Number, USA V0 Rated (tested thickness) 5VA Rating (tested thickness) Oxygen Index (LOI) Typical Data E121562 0.059 0.118 35 Unit psi % psi psi psi MPa Unit ft-lb/in ftlb/in Unit F C C C Unit g/10 mm g/cm3 Unit Unit inch inch % Method ASTM D 638 ASTM D 63 ASTM D 638 ASTM D 790 ASTM D 790 ISO 2039/1 Method ASTMD 256 ASTM D 256 Method ASTM D 1525 UL 7468 UL 746B UL 746B Method ASTM D 792 ASTM D 1238 ISO 118 Method ASTM D 1 S0 ASTM D 150 Method UL 94 UL 94 ISO 4589 Product: CHEM-VENT Material of construction O-ring material MECHANICAL Property Tensile Modulus, 2.0 in/mm Flexural Modulus Hardness, Rockwell R IMPACT Property Izod Impact, notched, PHYSICAL Property Specific Gravity, solid Water Absorption 24 hrs. THERMAL Property Coefficient of Linear Expansion Heat Deflection Temperature@66psi load Heat Deflection Temperature@264psi load FLAME CHARACTERISTICS Property Time of Burning Extent of Burning Burning Class Maximum Smoke Density Smoke Density Rating Oxygen Index Flame retardant Polypropylene Ethylene Propylene Diene Monomer Typical Data Unit 4400 psi 215,000 psi 100 -- Typical Data Unit 1.0 fflb/in Typical Data Unit 0.94 -- 0.01 % Typical Data Unit 6x10-5 in/in/F 220-240 F 195 F Method ASTM D 638 ASTM D 790 ASTM D 1706 Method ASTM D 256 Method ASTM D 1505 ASTM D 570 Method ASTM D 696 ASTM D 648 ASTM D 648 Typical Data Unit Method < 5 sec ASTM D 635 <5 mm -- V2 -- UL 94 62.0 -- ASTM D 2843 40.1 -- -- 28 % ASTM D 2863 Product Specifications The following specification text has been prepared following the CSI 3 Part Specifications format. Its purpose, to assist design professionals in the preparation of a specification incorporating Redi Vent, Mini Vent, Maxi-Vent, Tee-Vent, Chem-Vent air admittance valves, RA.RA. positive air pressure at- tenuator or Maxi-Filtra by Studor, Inc. Utilize these paragraphs to insert text into Spedficatlon Section 1S f S0 - Sanitary Waste and Vent Piping, or similarly titled section governing this work. Editing notes to assist in the proper editing of the specifications are included as grey text. Delete these notes from the final specification. Websites listed in the editing notes are hypertext links:While connected to the internet, sim pie click on the underline text to go to the applicable web page. For assistance on the use of the products in this section, contact Studor, lnc. Phone: 1-800-447-4721, Email: info@studor.com or visit:www.studor.com REDI-VENT PART 1 -GENERAL insert the following under 'References." Edit to include only those standards used elsewhere in the specification. 1,X REFERENCES A. American Society of Sanitary Engineed ng (ASSE): 1, Standard 1050 - Performance Requirements for Stack Air Admittance Valves for Sanitary Drainage Systems. 2, Standard 1051 - Performance Requirements for IndMdual and Branch Type Air Admittance Valves for Sanltary Drainage Systems. B. International Association of Plumbing and Mechanical Officials (IAPMO) - Uniform Plumbing Code (UPC), C, International Code Council (ICC) - International Plumbing Code (IPC). InternationalCodeCouncil(ICC)IntemationalResideodaICode(IRC). E. NSF International/American National Standards Institute (NSF/ANSI) Standard 14 - Plastics Piping Systems Components and Related Materials. If shop drawings, product data, or sam pies are desired, insert the following under "Submittals." Edit to include only those submittals actually required. 1.X SUBMI'firALS A, Shop Orawlngs:lndicate valve locations, valve sizes, drain fixture units per branch size, and required clear dimensions in spaces to receive valves. B. Product Data:Include product description, drain fixture unit chart, and installation instructions, C, Samples: Full size sa m pie of air admittance valve. Insert the following under "Quality Assurance.' 1.X QUALITY ASSURANCE A. Air Admittance Valves: Edit the following to indicate applicable building or plumbing code. 1, Approved for use under [IPC, Section 917,] [IRC, Section P3114,] [UPC, Section301.2-AlternateMaterialsaodMethods.] 2. Certified by NSF to NSF/ANSI Standard 14; bear NSF certification marking. 3. Certified to ASSE Standards 7051 and 1050; bear ASSE Seal of Approval. 4, ICC-ES PMG listed. 5, Oea~ Warnock Hersey (Intertek Testing Services, Inc.) Certification Mark. Insert the following under"Warranties." 1.X WARRANTIES A. P~ovide manufacturer's limlted lifetime warranty providing coverage for replacement of defective air admittance valves. PART 2 - PRODUCTS Insert the following under 'Materials." 2,X MATERIALS A. Ai~ Admittance Valves: 1. Source: REDI-VENT by St udor, Inc. 2, Components: a. ABS valve body with Silicone membrane, b. ABS or PVC female adapter (specifier to select one). 3, Features: a, Screening inside and outside of valve to protect sealing membrane from insects and debris. b. Compact design. c. Operating temperature:Minus 40 to plus 150 degrees E Edit the following to suit project requirements. 4. Connection size: [1-1/2 inches.] [2 inches.] [As indicated on Drawlngs,] PART 3 - EXECUTION Insert the following under 'Installation." 3.X INSTALLATION OF AIR ADMI~rANCE VALVES A. Install valves after drainage and waste system has been roughed in and tested. B, Locate valves minimum 4 inches above horizontal branch drain or fixture drain being vented. C. Install valves in accessible locations. D. Connect valves to piping in accordance with manufacturer's instructions. E. Install valves in upright position, within 15 degrees of true vertical. E Extend minimum of one vent to open atmosphere for each building drainage system, G. In attics, install valves minlmum 6 inches above attic insulation. Do not install valves on chemical waste systems or in supply and return air plenums. Product Specifications MINI-VENT PART 1 - GENERAL Insert the following under'References." Edit to include only those standards used elsewhere in the specification. t.X REFERENCES A. Amedcan Society of Sanitary Engineering (ASSE): 1. Standard1050 Perfo[manceRequirementsforStackAirAdmii~anceValvesforSanitaryDrainageSystems. 2, Standard 1051 - Perfo~rnance Requirements for Individual and Branch Type Air Admittance Valves for Sanitary Drainage Systems, B. InternationalAssociationofPlumbingandMechanicalOfficials(IAPMO) UniforrnPlumbingCode(UPC). C. International Code Council (ICC) - International Plum bing Code (IPC), D. Inter national Code Council (ICC) - International Residential Code (IRC). E. NSE International/American National Standards Institute (NSF/ANSI) Standard 14 - Plastics Piping Systems Components and Related Materials. If shop drawings, prod uct data, or samples are desi red, insert the following under "Submittals? Edit to include only those submittals actually required. 1.X SUBMITrALS A. Shop Drawings:Indicate valve locations, valve sizes, drain fixture units per branch size, and required clear dimensions in spaces to receive valves, B. Product Data:Include product description,drain fixture unit chart,and installation instructions. C. Samples: Full size sample of air ad mittance valve. Insert the following under ~Quality Assurance," 1.X QUALITYASSURANCE A. Air Admittance Valves: Edit the following to indicate applicable building or plumbing code. 1. Approved for use under [IPC, Section 917.] [IRC, Section P3114.] [UPC, Section 301.2 - Alternate Materials and Methods.] 2. Certified by NSF to NSF/ANSI Standard 14; bear NSF certification marking. 3. Certified to ASSE Standards 1050 and 1051; bear ASSE Seal of Approval. 4, ICC-ES PMG listed. S. Bear Warnock Hersey (Intertek Testing Services, Inc.) Certification Mark. Insert the following under"Warranties.' 1.X WARRANTIES A. Provide manufacturer's limited lifetime warranty providing coverage for replacement of defective air admittance valves. PART 2 - PRODUCTS Insert the following under "Materials." MAXI-VENT PART 1 - GENERAL insert the following under "References." Edit to include only those standards used elsewhere in the specification. 1.X REFERENCES A. American Sodety of Sanitary Engineering (ASSE): 1, Standard 10S0- Performance Requirements for Stack Air Admittance Valves for Sanitary Drainage Systems. 2. Standard 10S1 - Performance Requirements for Individual and Branch Type Air Admittance Valves for Sanitary Drainage Systems. B, international Association of Plumbing and Mechanical Officials (IAPMO) - Uniform Plumbing Code (UPC). C. International Code Council (ICQ - International Plumbing Code (IPQ. D. International Code Council (ICQ - International Residentlal Code (IRQ, E, NSFInternational/AmeriranNationalStandardslnstitute(NSF/ANSI)Standard14 PlastlcsPipingSystemsComponentsandRelatedMaterials. If shop drawiegs, prod urt data, or samples are desired, inse~ the following under "Submittals." Edit to include only those su bmlttals actually required. 1,X SUBMI17ALS A. Shop Drawings:Indicate valve locations, valve sizes, drain fixture units per branch size, and required clear dimensions in spaces to receive valves. B. Product Data:Include product description, drain fixture unit chart, and installation instructions. C. Samples: Full size sample of air admittance valve. Insert the following under "Quality Assura nee." 1,X QUALITY ASSURANCE A, Air Admittance Valves: Edit the following to indicate applicable building or plumbing code. 1. Approved for use under [IPC, Section 917.] ~RC, Section P3114,] [UPC, Section 301.2 - Alternate Materials and Methods.] 2. Certified by NSF to NSF/ANSI Standard 14; bear NSF certification marking. 3. Certified to ASSE Standards 1050 and 10SI;bear ASSE Seal of Approval. ICC ESPMGlisted, 5. Bear Warnock Hersey (Intertek Testing Services, Inc.) Certification MarL. Insert the following under'Warranties.# 1.X WARRANTIES A. Providemanufacturer'slimitedlifetimewarrantyprovidiegcoverageforreplacement ofdefectiveairadmittancevalves. PART 2 - PRODUCTS Insert the following under 'Materials.' 2.X MATERIALS A. Air Admittance VaNes: 1. SOurce:MAXI VENT by Studor,~nc. 2. Components: a, ABS valve with Silicone membrane. b. Styrofoam protective cover. c. Rubber connector. 3. Features: a. Screening inside and outside of valve to protect sealing membrane ftom insects and debris. b, Protective cover and insulation against extreme temperatures, c. Channels to divert condensation away from sealing membrane. d, Operatingtemperature:Minus4OtopluslS0degreesF, without protectivecover. Edit the following to suit project requirements. 4. Connection size:t3 inches.] I4 inches.] [As indicated on Drawings,] PART 3- EXECUTION Insert the following under "Installation." 3.X INSTALLATION OF AIR ADMITTANCE VALVES A. Install valves after drainage and waste system has been roughed in and tested. B. Locate valves minimum 4 inches above horizontal branch drain or fixture drain being vented and minimum 6 inches above flood level of highest fixture being vented for stack applications. C. Install valves in accessible locations. Connect valves to piping in accordance with manufacturer's instructions. E. Install valves in upright position,within 1S degrees of true vertical. E Extend minimum of one vent to open atmosphere for each building drainage system. G. In attics, install valves minimum 6 inches above attic insulation. H. Do not install valves on chemical waste systems or in supply and return air plenums. Product Specifications TEC~VENT PART 1 - GENERAL Insert the following under 'References." Edit to include only those standards used elsewhere in the specification. 1.X REFERENCES A. American Society of Sanitary Engineering (ASSE): 1. Standard 10fi0 - Performance Requirements for Stack Air Admittance Valves for Sanitary Drainage Systems. 2. Standard 1051 - Performance Requirements for Individual and I]ranch Type Air Admittance Valves for Sanitary Drainage Systems. B. International Association of Plumbing and Mechanical O~cials (IAPMO) - Uniform Plumbing Code (UPC). C. ~nter national Code Council (ICC) - International Plum bing Code (IPC). D. InternationalCodeCouncil(ICC)InternationalResidentialCode(IRC). [, NSF International/American National Standards Institute (NSF/ANSI) Standard 14- Plastics Piping Systems Components and Related Materials. F. Underwriters Laboratories (UL) 2043 - Fire Test for Heat and Visible Smoke Release for Discrete Products and Their Accessories Installed in Air-Handling Spaces. If shop drawings, product data, or sam pies a re desired, insert the following under "Submittal s." Ed it to include only those submittals actually required. A. Shop Drawings:Indicate valve locations, valve sizes, drain fixture units per branch size, and required clear dimensions in spaces to receive valves, B. Product Data;Include product description,drain fixture unit chart, and installation instructions. C. Sam pies: Full size sample of air admittance valve. Insert the following under'Quality Assurance." 1.X QUALITY ASSURANCE A. Air Admittance Valves: Edit the following to indicate applicable building or plumbing code. 1. Approved for use under [IPC, Section 917.] [IRC,Section P3114.] [UPC, Section 301.2 - Alternate Materials and Methods.] 2. Certified by NSF to NSF/ANSi Standard 14;bear NSF certification marking. 3. Certified to ASSE Standards 1051;bear ASSE Seal of Approval. Certified by Underwriters Laboratories to UL 2043; bear UL Classification Mark. 5. ICC ES PMG listed. Insert the following under ~Warranties.~ 1 .X WARRANTIES A. Provlde manufacturer's limited lifetime warranty providing coverage for replacement of defoctive air admittance valves. PART 2- PRODUCI S Insert the following under ~Materials." 2.X MATERIALS A. Air Admittance Valves: 1. Source:TEC VENT by St udor, lnc. 2. Components: Flame retardant pelycarbonate valve with elastomeric membrane. b. Channels to divert condensation away from sealing membrane, c. Rated forexposureto ultraviolet. 3. Features: a, Screening inside and outside of valve to protect sealing membrane from insects and debris. b. Operating temperature:Minus 40 to plus 1 S0 degrees R c. Suitable for use on sewer ejectors and in supply and return air plenums if approved by local administrative authorities. 4. Connection size: t-1/2 NPt 3.X INSTALLATION OF AIR ADMITTANCE VALVES A. install valves after drainage and waste system has been roughed in and tested. B. Locatevalvesrninimum41ncbesabovehorizontalbranchdrainorfixturedrain beingventedandminimum6inchesabovefloodlevelofhighest fixture being vented for stack applications. C.Install valves in accessible locations. D,Connect valves to piping in accordance with manufacturer's instructions. E.Install valves in upright position, within 1 fi degrees of true vertical. F.Extend minimum of one vent to open atmosphere for each building drainage system. G.In attics, install valves minimum 6 inches above attic insulation. H.0o not install valves on chemical waste systems. CHEM-VENT Insert the following under "References.~ Edit to include only those standards used elsewhere in the specification. 1.X REFERENCES A. AmericanSocietyofSanitaryEngineering(ASSE)Standard1049 PerformanceRequifementsforlndividualandBfanchType Air Admittance Valves for Chemical Drainage Systems. B. International Association of Plumbing and Mechanical Officials (IAPMO) - Uniform Plumbing Code. C. InternationalCodeCouncil(ICC)-InternationalPlumbingCode(IPC). D. NSF International/American National Standards Institute (NSF/ANSI) Standard 14 - Plastics Piping Systems Components and Related Materials. If shop drawings, prod uct data, or samples are desired, insert the following under 'Subrnittals." Edit to inclube only those submittals actually required. 1 .X SUBMITTALS A. ShopDrawings:lndicatevalvelocations, valve sizes, drainflxtureunitsperbranch size, andrequiredcleardimensionsinspacestoreceivevalves. Product Data:Include product description,drain fixture unit chart, and instaflation instructions. C. Sam pies: Full size sam pie of air ad mittance valve. Insert the foflowing under ~Quality Assurance." 1.X QUALITY ASSURANCE A. Air Admittance VaNes: 1. Certified by NSF to NSF/ANSI Standard 14; bear NSP certification marLing. 2. Approved for use under [IPC, Section 917.] [IRC, Section P3114.] 3. Approved for use in specialized chemical waste systems as an Engineered Product or part of an Engineered System under IPC,Section 301.2- Alternate Materials and Methods, or IRC, Section 309. 4. ASSE 1049 Performance requirements for Indlvidual and Branch Type Air Admittance Valves for Chemical Drainage Systems. Insert the following under 'Warranties." 1.X WARRANTIES A. Provide manufacturer's limited lifetime warranty providing coverage for replacement of defective air admittance valves. PART2 PRODUCTS Insert the following under ~Materials.~ 2.X MATERIALS A. Admittance Valves: 1. Source: CH EM-VENT by St udor, Inc. 2, Components: a. Flame ~etardant polypropylene body and ballsealing assembly. b. ERDM O-ring seal, 3. Features: Screening inside and outside of vaNe to protect sealing membrane rom solids. b. Operating temperature:Minus 40 to plus 212 degrees R c. Suitable for use in non-neutralized chemical waste systems when system is designed by a design professional. Edit the following to suit p~oject requirements. 4. Connection size: [1-1/2 inch extended leg Schedule 40.] [As indicated on Drawings.] PART 3 - EXECUTION Insert the following under qnstallation." 3,X INSTALLATION OF AIR ADMITFANCE VALVES A. Install valves after drainage and waste system has been roughed in. R. Locate valves minimum 4 inches above horizontal branch drain or fixture drain being vented. C. Install valves in accessible locations. D. Connect valves to piping in accordance with manufacturers instructions. E. Install valves in upright position,within 1 $ degrees of true vertical. E Extend minimum of one vent to open atmosphere for each building drainage system. G. Do not install valves in supply and return aR plenums. Product Specifications (con .) P.A.RA. PART 1 - GENERAL Insert the following under'References.' Edit to include only those standards used elsewhere in the specification. 1.X REFERENCES A. American Society of Sanitary Engineering (ASSE) ].ASSE 1030- Performance Requirements for Positive Air Pressure Attenuators for Sanitary Drainage Systems. B. International Association of Plumbing and Mechanical Officials (IAPMO) - Uniform Plumbing Code (UPC). C. InternationalCodeCouncil(ICC) InternationalPlumbingCode(IPC). If shop drawings, p~oduct data,or samples are desired, insert the following under'Submittals," Edit to include only those submittals actually required. 1.X SUBMITTALS Shop Drawings:Indicate air attenuator locations and required clear dimensions in spaces to receive air attenuators. Product Data:Include product description and installation instructions. Samples:Full size sample of air attenuator. Insert the following under'Quality Assurance." QUALITY ASSURANC~ A. Positive Air Pressure Attenuators:Approved for use as an Engineered Product or as part of an Engineered System unde[ UPC, Section 301.2 Alternate Materials and Methods or IPC, Section 300. R.ASSE 1030 Performance Requirements for Positive Air Pressure Attenuators for Sanitary Drainage Systems. Insert the following under'Warranties." 1.X WARRANTIES A. Provide manufacturer's limited lifetime warranty providing coverage for replacement of defective air attenuators. PART 2- PRODUCTS Insert the following under ~Materials.' 2.X MATERIALS A. PositiveAir Pressure Attenuators: 1. Source: AA.AA. by Studod nc. 2. Components: a. PVC housing. b. Butylene bag. 3.Features: a. One gallon capacity. b. Expandable capacity up to four gallons, series assembly. c. Separator tubes, Operating temperature:Minus 40 to plus 150 degrees R PART 3 ~ EXECUTION Insert the following under ~lnstallation? 3.X INSTALLATION OF POSITIVE TRANSIENT ATTENUATORS Edit the following to suit project requirements. Tne P.A.RA. may be installed horizontally or vertically and may also be installed in series for additional protection, A. install RA.RA. after drainage and waste system has been been roughed in and pressure tested. B, Install RA.RA. in accessible locations. C. Stack Installation:Connect units onto stack [vertically using one 90 degree or two 45 degree bends.] [horizontally using two 45 degree bends.] D, Branchlnstallation:Connectunitsontobranch[verticallyusingonegOdegreeor two4Sdegreebends.][horizontallyusingtwo45degreebends.] E. Connect air attenuators to piping in accordance with manufacturer's instructions. MAXI-FILTRA The following specification text has been prepared to assist design professionals in the preparation of a specification incorporating MAXI-t:ILTRA carbon filter by Studor, lnc. Utilize these paragraphs to insert text into Specification Section 1S 150 - Sanitary Waste and Vent Piping, or similarly titled section governing this work. Editing notes to assist in the proper editing of the specifications are included as blue text. Delete these notes from the final specification. wedsites listed in the edlting notes are hypertext links; while connected to the Intemet, sim ply click on the underlined text to go to the applicable web page. For assistance on the use of the products in this section, contact Studor, lnc. by calling 800~47-4721, by email at info@studor.com,or visit their website at www. studor.com. PART 1 - GENERAL If shop drawings, product data,or sam pies are desired, insert the following under "Submittals." Edit to include only those submittals actually required. 1.X SUBMITTALS A. Shop Drawings: Indicate filtedocations and filter sizes. B. Product Data:Include product description, required maintenance, and installation instructions. C. Samples: Full size sa m pie of filter. Insert the following under ~Warranties." 1.X WARRANTIES A, Provide manufacturer's limited lifetime warranty providing coverage for replacement of defective filter. PART 2- PRODUCTS Insert the following under'Materials." 2.X MATERIALS A. Carbon Filter: 1. Source:MAXI FtLTRAbyStudor, lnc. 2, Components: a, ABS body, b. Active Charcoal Filter replaceable car t ridge c. Rubber connector. 3. Features: a. UV inhibitor in resin compounds for exposure to sunlight. Edit the following to suit project requirements. 4, Connection size: [3 inches.] [4 inches,] [As indicated on Drawings,] PART 3- EXECU'i1ON Insert the following under'Installation," 3.X INSTALLATION OF CARBON FILTER A. Install filter after drainage and waste system has been rougbed in and tested. B. Install valves in accessible locations to allow for filter cartridge replacement. C. Connect valves to piping in accordance with manufacturer's instructions, D. Do not install valves on chemical waste systems or in supply and return air plenums. E. For Outdoor Installation Only. Research Building Drainage Waste and Vent Systems: Active Pressure Control Devices There are few real mysteries remaining about the mechanisms at play in building drainage and vent systems. This has been well understood from the beginning of modern sanitary engineering, which dates back to the end of the 19th Century. The description of building drainage and vent system operation is best understood in the context of engineering science in general and fluid mechanics. At the center of the drainage system's integrity is the water trap seal, which stops sewer gas from entering a habitable space from the sewer. The water trap seal is usually 2 inches in depth depending on the fixture it is protecting. It comes as a surprise to many that the flow of air is as important, if not more important, than the flow of water, to the safe operation of the drainage system. This air flow is'induced' or'entrained' by the flow of water. The unsteady nature of the water flows causes pressure fluctuations (known as pressure transients) which can compromise water trap seals and provide a path for sewer gases to enter the habitable space. Transients can be dealt with by a combination of careful design and the introduction of pressure control devices as close to the area of concern as possible. Long vent pipes can be an inefficient way of providing relief due to friction in the pipe. Distributing air supply inlets using air admittance valves (AAVs) around a building provides an efficient means of venting by allowing air to enter the system, and they also reduce the risk of positive transient generation. AAVs do not cause positive pressure transients, they merely respond to them by closing, and hence reflect a reduced amplitude wave. The introduction of a positive air pressure transient alleviation device known as the Positive Air Pressure Attenuator (PAPA) provides a means to'blow off' pressure surges as close to their source, thereby protecting water traps. At- tenuation of up to 90% of the incident wave can be achieved, thus protecting the entire system. It should be noted that there is little that can be done for a system experiencing a total blockage, generating excessive static positive pressures in the drainage system. In such circumstances the lowest water trap seal will 'blow' providing relief for the whole system. This will occur regardless of the method of venting employed. In validated test simulations AAVs have been shown to provide at least as good protection for water trap seals as a system, completely vented with piping to the outdoors, and in tall buildings in some circumstances, even better. The fully engineered designed active control system utilizing AAVs for negative pressure relief and PAPAs for positive transient relief is shown to be an effective method for balancing the need for safety and efficiency while maintaining functionality invisible to the user. What are pressure transients? A negative pressure transient communicates a need for more air and represents a suction force while a positive pres- sure transient communicates the need to reduce the air flowing and represents a pushing force. A negative transient can be caused by air leaving the system (hence the need for more air) and a positive transient can be caused by the air reaching a closed end (stopping the air where there is no escape route). A negative transient will attempt to suck water out of a water trap seal. The pressure differential may not be sufficient to completely evacuate the water the first time, but the effect can be cumulative. Positive air pressure transients cause air to be forced through the water seal from the sewer side to the habitable space inside. The need to communicate an increase or decrease in the air flow and the finite time that this takes is central to the requirements of providing a safely engineered drainage system. The absolute key to maintaining a state of equilib- rium in a drainage system is to provide pressure relief as close to where it will occur as possible. If negative pressure transients are a call for more air then positive pressure transients are a call to stop sending air. Modeling flows in drainage networks Research and analysis of real building drainage systems is complicated by the difficulty in obtaining data from 'live' buildings. Most areas of engineering employ some form of modeling technique in research and development in their 'look and see' approach to development. In DWV research there are few models capable of dealing with the complex time dependent transient flows. The computer model AIRNET, developed by Professor John Swaffield, Heriot-Watt University (Scotland), is such a model capable of such a complex task. At the heart of the AIRNET model is the math- ematical technique known as the method of characteristics. The technique allows the propagation of waves to be predicted along the length of a pipe at different time steps. This is a very powerful and unique way to'look and see'what is actually going on inside a building drainage system. The simulations in this study were carried out using AIRNET. Two story building A two story building drainage system can operate sufficiently well with minimal additional ventilation as long as it is designed and installed properly. This is borne out by reference to the installation shown in Figures 1 and 2.The build- lng represents a fairly common house with a number of bathrooms and a group branch in a kitchen / laundry area. The simulation was run in two different scenarios. 1. System with an open pipe vent 2. System with AAVs A discharge flow rate was simulated from the top floor consisting of a combined flow from a WC and a bath. This dis- charge was simulated from the upper floor and the effect on the water trap indicated by shading was recorded from the output data. It can be seen from the bar graph shown in Figure 3 that little water has been lost as a result of the operation of system devices in either scenario. Open Termination ~...... Vent Pipe Figure 1. Fully vented system with open top and parallel vent pipe · - AAV Figure 2.Two story house with AAVs on branches and an AAV termination at the top of the stack 1.6 I 1.5 inches retention required 0.8 0.6 0.4 0.2 Fully Vented AAVs Figure 3. Comparison of water retained in the ground floor trap indicated (shaded on schematic) Research (cont.) The 10 story building scenario is shown in Figure 4 below. There are basically three installation types being simulated here;the fully vented system Figure 4 (a) and a one pipe system with distributed venting and an AAV on the top of the stack, Figure 4 (b).This system also includes a relief vent. Figure 4 (c) is the one pipe system with distributed AAVs and PAPAs subjected to a positive air pressure transient simulated to replicate the occurrence of a surcharge in the sewer. In each of the scenarios a representative water trap is shown on three floors up the building Open Termination Trap Figure 4 (a}~ S~ Figure4(b) ~ AAV ~ Relief ',/Vent Figure 4 (c) ~' The flow rate used in this simulation represents a maximum for the 4"vertical stack in question (80 gpm).This flow rate is unlikely to be observed in practice as the simultaneous discharges required are a probabilistic impossibility (Hunter 1940).The flow rate is therefore indicative of a'worst case scenario'in order to push the drainage vent system to its limits, and therefore show comparisons between the options investigated. The discharges making up the flow rate are distributed evenly along the stack to simulate a number of simultaneous discharges (approximated 16 g pm from 5 dif- ferent floors). The bar graph shown in Figure 5 illustrates the water depth retained in the shaded water trap in Figure 4 following this event. It can be seen that under these conditions the system with AAVs installed (Figure 4b) has retained more water than the open pipe system (Figure 4a).Why is this? Well, the main reason is that the flow in the vertical stack induces a negative pressure transient as it calls for more air. This negative transient propagates to all parts of the system "looking for air';The negative transient represents a suction force which will try to draw water out of the trap seal. If the negative transient is too great it will suck water out of the trap. To stop this happening, air must be pro* vided from somewhere else. The methods shown in Figure 4(a) and Figure 4(b) show two different methods. In figure 4(a) the air must travel from the top of the stack, approximately 100 feet away (but only after the negative transient 1.8 1.6 Fully vented 2-inch cross vent Fully vented 4-inch cross vent AAVs Figure 5. Comparison of water retained in the lowest water trap (shaded on schematic) conditions based on negative transient 1.5 inches retention required The flow rate used in this simulation represents a maximum for the 4"vertical stack in question (80 gpm).This flow rate is unlikely to be observed in practice as the simultaneous discharges required are a probabilistic impossibility (Hunter 1940).The flow rate is therefore indicative of a 'worst case scenario' in order to push the drainage vent system to its limits, and therefore show comparisons between the options investigated. The discharges making up the flow rate are distributed evenly along the stack to simulate a number of simultaneous discharges (approximated 16 gpm from 5 dif- ferent floors). The bar graph shown in Figure 5 illustrates the water depth retained in the shaded water trap in Figure 4 following this event. It can be seen that under these conditions the system with AAVs installed (Figure 4b) has retained more water than the open pipe system (Figure 4a).Why is this? Well, the main reason is that the flow in the vertical stack induces a negative pressure transient as it calls for more air. This negative transient propagates to all parts of the system "looking for aid:The negative transient represents a suction force which will try to draw water out of the trap seal. If the negative transient is too great it will suck water out of the trap. To stop this happening, air must be pro- vided from somewhere else. The methods shown in Figure 4(a) and Figure 4(b) show two different methods. In figure 1.6 i 1,5 inches retention required 0.8 0.6 0.4 Folly vented AAV with celief vent AAVs & PAPAs Figure 6. Comparison of water retained in the ground floor trap indicated (shaded on schematic) conditions based on positive transient Conclusion This article has considered the implications for venting in building drainage systems. It has concentrated on the funda~ mental fluid mechanics which so readily describe the unsteady flows resulting from plumbing fixture discharges. The description of the workings of a drainage and vent system in these terms is not new, since many early innovators were well aware of this. However many codes and regulations worldwide seem to avoid the engineering imperative of a de- scription based on fluid mechanics in favor of a prescriptive legalistic approach based on the evolution of the industry rather than the science. Air admittance valves (AAVs) have been installed worldwide since the early 1970s and in North America since 1989. Mil- lions of valves have been installed; they have been field tested and are operating successfully. The Positive Air Pressure Attenuator (PAPA), which was invented by Professor John Swaffield and Dr. David Campbell of Heriot-Watt University, Scotland, was introduced in North America in 2004. Since their introduction, five major high-rise buildings (with AAVs and PAPAs installed) have been completed, and there are six more projects under construction in which AAVs and PAPAs have been specified. Design professionals have realized that these"active pressure control devices"are a viable option to open pipe venting and solvent systems. Note: This article is mainly comprised of excerpts from a recent study prepared by Professor John Swaffleld and Dr. Michael Gormley of Heriot-Watt University in Scotland entitled Building Drainage Waste and Vent Systems: Options for Efficient Pressure Control. Copies of this study can be obtained at www. studor.com under the news section or by contacting Studor, Inc. at 1-800-447-4721 Product References STUDOR is the world recognized leader in innovative DWV venting products and designs, and our valves are designed for many different applications. For over 35 years Studor air admittance valve technology has been installed in vari- ous buildings such as Airports, Stadiums, Hotels, Hospitals, Residential houses, Condominiums,Town houses, Apartments, Institutional facilities, Governmental facilities, Multi-story buildings and the Marine industry. For a complete list of USA & International projects please visit http://www, ipscorp.com/studor under Reference Projects WARRANTY All STUDOR products carry a limited lifetime warranty which guarantees against defects result- ing from faulty workmanship or materials. If any such product is found to be defective by reason of faulty workmanship or material, upon written notice and return of the product(s), the defective product will be replaced by STUDOR free of charge, including shipping charges for the replacement product(s). Claims for labor costs and other expenses required to replace such defective product(s) or to repair any damage resulting from the use thereof will not be allowed by STUDOR. Our liability is limited to the price paid for the defective product(s). STUDOR will not be bound by any warranty other than above set forth, unless such warranty is in writing. Use of the STUDOR P.A.P.A. devices in conjunction with non-STUDOR brand air admittance valves will void any and all warranties on the P.A.P.A. unit(s) as well as any other Studor components used on the project. MAIN HOUSE FOUNDATION PLANI ,_~ FOU NDA'RON PIER 1'--0' SEC'RON ~ DATe PEARLSTEIN/ ADAMS RESIDENCE DE~tUI~T MACFARLANE AND PAI~TNERS PC · I' MAIN HOUSE BASEMENT PLAN S101 CONS I HLJCTION LEGEND ! ! I I ' EXISTING WALLS ) I i NEWWALLS ' i , i { I i i INSTALLED BENEATH PORCH )..~ ~ ~., ,OUTDOORLOCAT,O.,. - ....... ~,.~ O~"OO~*~OW ' ~ ;~ '~ ~ ~ ~ : ~ MINIMUM 24" CLEARANCE ~ ~ ', ' 11957 ~ DATE REVISIONS ....... _ ....... (: : ' : ~ POWERPIPE D~IN WATER HEAT ] ~ ............... ...... ' ' "~ ' ,il~ ' ............ '-i I , RECOVERY MODEL ~-72. ' ' , I ~ ~ , INSTALL STRIC~Y ACCORDING TO HORIZONTAL BRANCH LINE ~ I ~, I I '"; " ' ~ ' "" '- - I il ,' '~""" ' i'~. ,~,~ S,ZED ~ ,ND,O~T~ ON THE ~UPPLY R,~E~ ~,~M, Scale: 1/4" = 1'-0" = ~ - ,,, new relocated relocated relocated ,ab shower wc ,.v ,,, rlgnt environments second level ~ 268 DEGRAW STREET BROOKLYN, NY 11231 TEL (718) 522-4976 david~ dghtenvironments.com relomted re oc~ed re orated relomt~ sink DW RY~L PORTER SHERIDAN ~CHITECTS Kitchen Bath ~[~ 135 FISH AVENUE ,~st level [~[ ~ORK, NY ......................................................................................... , ;::;; TEL (212) 254-1175 : '- ........................................... ~'"~ FAX (212) 254-1755 basement level BASEMENT 1. Fktures marked as new are ColdWa~r nVB Vacuum breaker PLUMBING PLAN additions to existing system. - ....................... Hot Water e Ch~k V~ve Co ~ In 2. Figures marked as relocated are f ktures in new locations, ~ld Water V~ve but maintaining existing Icad on the Bypassing Power Pipe sys~m. LIVING ROOM il; STUDIO ENTRY/ KITCHEN DINING ROOM SCREENED PORCH (NEW CONSTRUCTION) 'i ~pstairs to PLUMBING WASTE scale: 1/4" = 1 '-o" CONSTRUCTION LEGEND I I ........ LINE OF ROOF ABOVE ROOM F~ - ROOM NUMBER / ROOM LABEL - EXISTING WALLS - NEW WALLS NORTHVIEW DRIVE 1060 ORIENT, NEW YORK 11957 DATE righ.t environments 268 DEGRAW STREET BROOKLYN, NY 11231 TEL (718) 522-4976 david @rightenvironments.com RYALL PORTER SHERIDAN ARCHITECTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 1010 DRAWN: DW 3HECKED: 9ATE: 05,25.11 SCALE: 1/4"=1 '- FIRST FLOOR PLUMBING PLAN N BEDROOM HALL DRESSING ROOM ~) PLUMBING WASTE Scale: 1/4" = 1 '-0" RECESS BOX LOCATED NEAR CEILING WITH STUDOR AAV FOR WC CONSTRUCTION LEGEND I ' EXISTING WALLS I' NEW WALLS ........ LINE OF ROOF ABOVE ROOM ~ - ROOM NUMBER / ROOM LABEL NORTHVIEW DRIVE 1060 ORIENT, NEW YORK 11957 DATE REVISIONS righ.t environments 268 DEGRAW STREET BROOKLYN, NY 11231 TEL (718) 522-4976 david @rightenvironments,com RYALL PORTER SHERIDAN ARCHITECTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 1010 DRAWN: DW CHECKED: DATE: 05,25.11 SCALE: 1/4"=1'-0' SECOND FLOOR PLUMBING PLAN DRAWING UST A801 A~2 D100 D102 Al00 A102 A300 AS00 A501 A502 A505 A700 A701 TITLE PAGE AND GENERAL NOTES PROPOSED SITE pLAN B/~EMENT DI~OLITION PLAN FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN BASEMIS'4T CONSTRUCTION PLAN STUDIO FOUNDATION AND PILE PLAN RRST FLOOR CONSTRUCTION PLAN STUDIO FLOOR pLAN SECOND FLOOR CONSTRUCTION PLAN ROOF CONSTRUCTION PLAN EXTERIOR FI FVATIONS STUDIO EXTERIOR ELEVATIONS BUILDING SECTION BUILDING SECTION STUDIO BUILDING SECTION STUDIO BUILDING SECTION DETAIL SECTIONS DETAIL SECTIONS AND WALL TYPES DETAIL SECTIONS DETAIL SECTIONS HOUSE SCHEDULES STUDIO SCHEDULES NOTES General Notes Intemationat Buitding Code, Cou.r~ Fire Department Demolition Notes PLUMBING RISER DIAGRAM second level HIGH WIND & LOADS DESIGN CRITERIA LATEF:IA L LOADS W~nd Zone '120mph [3 sec gust) Exposure CatEK:jory C (IBC: R~O1~.1.4) High Wlsd Uptilt Category GRAVITY LOADS Ground Snow Loads 45pof Roof Dead Load 10psf First Floor Live Load 40spt Second FI~or Live Load 30 ps[ Floor Dead Load 10psi Watl Dead Load 11psf LIVE LOADS Deck Live Load 40psf Guardrails end Handrails 200 ps[ Sleeping Rooms 30pof Rooms other than sleeping 40 pof Stairs 40pst Roof Live Icad 20po~ See drawings A500-A501 for details regarding . connections, s~ & materials fo~ new wall assembhes and scm, ened porch. first level sink P616tchen .) relocated 102 Bat~ basement level shower 102 Bath LaundP] NOTE: 1. FLxtures marked as NEW are additions to existing system. 2. Fixtures marked as rel~cateci are fixtures in new locations, but maintaining existing Icad on the system. --~ Soil OVB Vacuum breaker - _. ~ C~old Water v Funnel Drain Vent e C~ck Valve Hot Wster Valve stack LONG ISLAND SOUND SURVEY OF PROPERTY SITUATE ORIENT LONG iSLAND TOWN OF SOUTHOLD ..... SUFFOLK COUNTY, NEW YORK - - - -f1886BS'02"E '~ 4 ...... §.C. TAX No. 1000-13-01-0Z SOUND PLOT PLAN E~Mlng Type V-B R3 2121 SF 1060 North View ROOF FASTENING ZONES ®' ® '® WALL SHEATHING NAILING SCHEDULE NUMBER OF NAILS PANEL EDGES FIELD ! / Drive, Ode. t, NY i \. 01 Lot 2.0 74,146 SF WINDWORN DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ([;13~J3 IBC Table ROOF SHEATHING NAILING SCHEDULE NUMBER OF NAILS PER ZONE (SEE DIAGRAM BELOW) SURVEY OF EXISTING PROPERTY N.T.S. NORTH VIEW DRIVE ~) PROPOSED SURVEY N.T.S. 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE 07 27.10 ISSUED TO SOUTHOLD DEPARTMENT OF BUILDING9 PLUMBING ~ RLT,.'IMi~NG WASTE &WATE~ LINES NEED ; TES'~ING~IERORE C{~VERING PLUMBER C, ERTIEICATION oN LE~ C~rm~ ~EFORE , CERTIFICATE OF OCCUPANCY " SGL DEFI usED IN WATER ' - SUF~PL Y SY~'rEM~C,A. NNO T EXCEEO.2/IO OF t% LEAD. APPROVED AS NOTED . ~-~7-/~ UNDERWRFiERS CER'I'FICA'T~~ REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOgTHOLD TOWN TRUSTEES N.Y.S. DEC RETAIN STORU WATER RUNOFF PURSUANT TO CHAPT~ 236 OF THE TOWN CODE. RYALL ~ SHERIDAN ARCHITECTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER- 1010 PRINT DATE: O7.26.1 SCALE: AS N TITLE PAGE AND GENERAL NOTES ./ '".... ROW OF' STAKED HAY "% .-- BALE ',. LIMITING FENCE INSTALLED PRIOR TO ~ "" ' ............. / , FRAMING TO /-'/ .i ON EXISTING · ,, ,, /'' ................................ ..-*' ,. REPLACE EXISTING · ' ..... ",,. DECKING ..I.~/" :'.. '"'. .... '" '"' DECKING ON /' '"'"'-....... '"' '"' EXISTING ...... '"' i '"-,.. '"'.. WALKWAY ...... BALCONY PORCH ...... .. ON PILE '" ""- .... '-.... NEW DRY WELLS TO i 2 STORY .............................................. BUILDING RUN OFF (SEE SURVEY FOR RESIDENCE "-... ...... FINAL SIZE AND "% '"""'h,,\ ..................................................... LO~^TION[%,.,,,, ....... "-,. '"',,, ' '\ EXISTING GARAGE "-. '""-- ..... ~ ~, ",., '~ DOOR AND DRIVEWAY '"'- '% "', ', ~ CLOSED AND FILLED. ""-. NEW SINGLE STORY ",, '",.. '~.,. ..... UNDER NEW SCREENED WOOD FRAMED STUDIO ' '. ' PORCH \ STRUCTURE ON PILES ,/ ~ ",,, ', / / · ',.. TO REPLACE EXISTING ...... ~ /' .................. '.,,., DECK .......... . ON PILES ..... i g,. '"'"'-, "'"""":'"'" ' '"'"" ...'\ ~, .... , ~ .,'" ..... , SECTION OF EXISTING , ~, ,,' '"" "' · / \ GRAVEL DRIVEWAY TO · "' : '"~- "'""- REMAIN /' : , ,, ST, ~ ..~ [.."'; ../ ABANDONED ' / - .L~/VE ', ,- ... / / '. " ' "/ ': '"',,"-~ '"' '"--" '"'-- -~..i' " .i ~ ...-' ;-~' ·-. 2,~o~ ~, " I" "-...,. .......... -... ~6~ ~'~.-"111~.1,~1, ,; ./;',. .,, ': .. ,. .. ,,:' , ...... -~...- '-.. ... ............. " .-'"-" .............. ............................................................................................................................................................................ ~,-0" SEPTIC .................. ' z /' .'" "-.. MIN. 5'-0" FROM .'" / " "" '" ..... ' PROPERTY .; .......... . LINE / ,...- .............. ---...._... ......................... ..---'"" " '%. '- '" ......... " CIE SEE SURVEY ;' '"'"'"'"' G TY LINE ..... ~ """... i '"'"'. (~) PROPOSED SITE PLAN t THE START OF .~..~ /' CONSTRUCTION UTILITY POLE ............. ',. NEW DRY WELLSTO ~ /./' CAPTURE ALL ,.,,. ~ ............. _ ............................ "'""'"" .... (SEE SURVEY FOR ~_ _~'2 .. i,/- BUILDING RUN OFF ~ ..--"' "'.. ' .... FINAL SIZE AND ~...-'" LOCATION) .__._.~" TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C. TAX NO. 1000 - 13 - 01 - 2.0 AREA = 74,146 sq. it. (TO TIDE LINE) 1.7 ac. - EXISTING WALLS J - NEW WALLS 1060 NORTHVIEW DRIVE ORIENT. NEW YORK 11957 DATE 07,27.10 REVISIONS ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGB RYALL PORTER ~4'IERIDAN AR~-IITE~I~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: lO10 DRAWN: JTE CHECKED: PRINT DATE: 07.28.1C SCALE: AS NOTEr PROPOSED SITE PLAN UNCONDITIONED SPACE ~ STORAGE SPACE TO BE HELD ~ ABOVE FREEZING - ~ CONTRACTOR TO VERIFY R ~ VALUE OF EXISTING BA~r ~ INSULATION ~ POSSIBLE LOCATION FOR ~ HEAT RECOVERY VENTILATOR ~ EXHAUSTING TO EXTERIOR AND ~. RUN TO INTERIOR VIA STAIR WALL~ ASSEMBLY- SEE SPECS FOR UNIT~ DETAILS WALL MOUNTED MINI SPLIT SYSTEM INSTALLED IN CLOSET AND PROPERLY "DUCTED"TO LIVING SPACE 2 1/2" ROXCUL DRAINBOARD INSULATION INSTALLED FROM FOOTING TO GRADE WITH WOODEN SILL PLATE ABOVE AT LOCATION INDICATED 7%10 1/2" 8'-8" 15'-4" STORAGE BEDROOM LAUNDRY/ MECHANICAL TRANSFER GRILL FOR VENTING ADJACENT SPACES FUR-ED WALL TO ALIGN WITH CLOSET NOTE: NEW RIGID WRAPPING CONCRETE FOUNDATION WALL ON THE INTERIOR "LIVING" SPACE STUD WALL CONSTRUCTION SPACED 24" DC. STUDS ON VERTICAL INSULATION SLEEPER - SEE WALL T~PE 1 DRAWING A501 NEW BLACK LOCUST DECKING, BALLUSTRADE AND HANDRAIL ON EXISTING DECK FRAMING SHADED AREA/BASEMENT VESTIBULE IS CONDITIONED SPACE SHARED WITH UPPER FLOOR ZONE. DOORS TO HAVE RATED THERMAL PERFORMANCE AND AIR SEALED TO WALLAND SCREENED PORCH ON LVL FRAMING ON CONCRETE PILES GEOSPRING HYBRID WATER HEATER MOTORIZED DAMPERS AT WASHER AND DRYER ELECTRIC RADIANT HEAT IN CEILING ON TIMED SWITCH -- POSSIBLE LOCATION FOR ZEHNDER COMFOAIR 350 H EAT RECOVERY VENTILATOR EXHAUSTING TO EXTERIOR AND RUN TO INTERIOR VIA KITCHEN FIN WALL CON ¥HUC¥iON LEGEND I ROOM - EXISTING WALLS - NEW WALLS - LINE OF ROOF ABOVE - ROOM NUMBER / ROOM LABEL - DRAWING REFERENCE TAG - WALL TYPE TAG SEE DRAWING A501 - DOOR TAG SEE DRAWING A700 - MILLWORK TAG - WINDOW TAG SEE DRAWING A700 - SMOKE DETECTION DEVICE - MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE - MTD ON WALL 24" AFF (TYP) GENERAL NOTES 1. ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD FRAME TRIPLE PANE WITH LOW-E GLASS. TOTAL U-FACTOR 0.2 2. EXISTING ROOFTOBEREINSTATED 3. EXISTING WALLS TO BE STRIPPED TO PLYWOOD SHEATHING AND PREP-ED FOR NEW 5" RIGID "ROXCUL" INSULATION AND RAIN SCREEN FROM 9" BELLOW GRADE TO FULL PARAPET HEIGHT AIR BARRIER NOTES 4. CONTINUOUS AIR BARRIER TOCONFORM TOBLOWN SMOKE TESTING PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN. SPECIFIC PERFORMANCE OF AIR BARRIER TO BE MET PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DAI~ ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORT-r.R ~I'I~:IIDAN ARCHITECT~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 1010 DRAWN: JT[ CHECKED. PRINT DATE; 07.26.1( SCALE: 1~,,=1L0 13'-10 1/2" FLOOR MOUNTED DAIKiN ~ FXNQ18MVJU FLOOR MOUNTED ~ M N SPLIT SYSTEM NSTALLED CASIN.E~AND PROPERLY ~ "DUCTED' TO LIVING SPACE ~ LOCATION OF DOWN SPOUT FROM SCUPPER STAIR STRIPPED TO STR~GER TO SEE POSSIBILITY OF OPEN RISE~ STAIR POSSIBLE LOCATION OF RISERS TO HVR UNIT N~W FIREPLACE UNIT AND SURROUNDING AREA L~V~NG ROOM 3 WALL MOUNTED DAIKIN FXAQ12MVJU MINI SPLIT SYSTEM INSTALLED IN CLOSET AND PROPERLY "DUCTED" TO LIVING SPACE LOCATION OF DOWN SPOUT FROM SCUPPER STUDIO 13'-5 1/2" 4'-10 1/2" ENTRY/ KITCHEN 5~-10. NEW GALVANIZEE STEEL OVERHANG NEW E WOOD DECKING, GALVANIZED STEEL BALUSTRADE AND WOOD HAND RAIL EXISTING CONSTRUCTION AND RECLAD WITH INSULATION METAL RAINSCREEN AND NEW METAL STOVE PIPE CHIMNEY PLATFORM DECK AT RAISED GRADE TO REPLACE EXISTING DECK DOWNSPOUT FROM CONSTRUCTION - COVERED, SCREENED PORCH ON PILES DINING ROOM 1106[ DOWNSPOUT FROM SCUPPER NEI~N TIE DOWNS BURRIED IN OPEN COILUMN CORNER NE~V TIE DOWNS AS NEEDED THROUGH EXI,'STING FRAMING -- NEW INSULATIVE WALL ASSEMBLY INSTALLED ON EXISTITING PLY SH~.~THING POSSIBLE LOCATION OF RISKERS TO HVFI UNIT NENV DE(EKING AND FPJAMING ON EXlISTING FPJAMING CONSTRUCTION LEGEND .......... LINE OF ROOF ABOVE ROOM - EXISTING WALLS - NEW WALLS - ROOM NUMBER / ROOM LABEL - DRAWING REFERENCE TAG - WALL TYPE TAG SEE DRAWING A501 - DOOR TAG SEE DRAWING A700 - MILLWORK TAG - WINDOW TAG SEE DRAWING A700 - SMOKE DETECTION DEVICE - MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE - MTD ON WALL 24" AFF (TYP) GENERAL NOTES 1. ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD FRAMETRIPLE PANE WITH LOW-E GLASS. TOTAL U-FACTOR 0.2 2. EXISTING ROOF TO BE REINSULATED 3. EXISTING WALLS TO BE STRIPPED ,,-FO PLY~W,~OD ,, SHEATHING AND PREP-ED FOR NEW5 RIDGID ROXCUL INSULATION AND RAIN SCREEN FROM 9" BELLOW GRADE TO IFULL PARAPET HEIGHT t4. CONTINUOUS AIR BARRIOR TO CONFORM TO BLOWN SMOKE TESTING PRIOR TO INSTALLATION OF WINDOWS DOORS AND RAN SCREEN. SPECIFIC PERFORMANCE OF AIR BARRIOR TO BE MET PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE 07.27.10 lB*SUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL POR'I~R ~I'IERIDAN ARCHI'T'EC'T~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (2t2) 254-1175 FAX (212) 254-1755 JOB NUMBER: 1010 DRAWN: JTE CHECKED. PRINT DATE: 07.26.1 SCALE' 1/4"=1'-( NEW BLACK LOCUST WOOL -- DECKING INSULATED PARAPET WALL DOWNSPOUT TO NEVV DRYWELL NEW SKYLIGHT ABOVE GALLERY HALLWAY TRANSFER GRILL OVER DOOR LOCATION LOCATION OF SCUPPER~ DOWN SPOUT TO NEW DRYWELL POSSIBLE LOCATION OF MINISPLIT IN MILLWORK CHIMNEY TO REPLACE EXISTING LOCATION OF SCUPPER AND DOWNSPOUT TO NEW DRY,NELL NEW EPDM ROOF ABOVE CREENED PORCH - RAPET HEIGHT TO RAIL AT ~UNCTION BETWEEN NEW ROOF AND DECKED ROOF REDROOM 13'-4 1/2" 4~2 DRESSING 15'-6 1/2" ~ ROOM 3 BATHROOM 40'-8' AND DOWNSPOUT TO NEW DRYWELL -INTERIOR WALLL PURRED OUT TO ACCOMODATE NICHE AT SHOWER/TUB AREA HEAT IN FLOOR ON TIMED SWITCH ~FER GRILL OVER DOOR LOCATION LOCATION CONSTRUCTION LEGEND I~'/Z¢;~,;~;Y~;~ ' EXISTING WALLS .......... LINE OF ROOF ABOVE ROOM ~ - ROOM NUMBER / ROOM LABEL (~ - DRAWING REFERENCE TAG <~ - WALL TYPE TAG SEE DRAWING A501 {~ - DOOR TAG SEE DRAWING A700 ~) - MILLWORK TAG ~ - WINDOW TAG SEE DRAWING A700 - SMOKE DETECTION DEVICE - MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE - MTD ON WALL 24" AFF (TYP) fGENER L NOTES 1. ALL NEW W FRAME TRIPLE U-FACTOR 0.2 ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD TRIPLE PANE WITH LOW-E GLASS. TOTAL EXISTING ROOF TO BE REINSULATED 3. EXISTING WALLS TO BE STRIPPED ,,TO PLYWOOD . SHEATHING AND PREP-ED FOR NEW 5 RIDG1D ROXCUL INSULATION AND RAIN SCREEN FROM 9" BELLOW GRADE TO FULL PARAPET HEIGHT AIR BARRIER NOTES 4, CONTINUOUS AIR BARRIOR TO CONFORM TO BLOWN SMOKE TESTING PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN. SPECIFIC PERFORMANCEOFAIR BARRIOR TO BE MET PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN 1060 NORTHV1EW DRIVE ORIENT, NEW YORK 11957 DATE REVISIONS ISSUED TO SOl,ri'HOLD DEPARTMENT OF BUILDINGS RYALL PORTER SHERIDAN AROHITECTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 1010 BRAWN: JTE PRINT DATE, 07.261C 8'-4 1/2" 32'-0 1/2" NEW MEMBRANE ROOF I~"PER FOOT NEW MEMBRANE ROOF 1/4" PER FOOT NEW MEMBRANE ROOF 1/4" PER FOOT NEW MEMBRANE ROOF NEW MEMBRANE ROOF AT STEEL OVERHANG - 1/4" PER FOOT NEW GALVANIZED STEEL CHIMNEY PIPE NEW COPPER CAP AT PARAPET WALL AREA OF NEW ROOF E~CrENSION OVER COVERED. SCREIENED PORCH NEW WOODEN HANDR.~IL AT 36" A.E.E ON GALVANIZED BALUSTRADE MOUNTED TO PARAPET" WALL NEW TAPERED MEMBR/~NE ROOF TO HAVE BLACK LOCUSIT DECKING AT WALKABLE HOOF ~ROOF AREA FOR SOLAR PANEL LAYOUT AS PER SUNSTREAM USA - NEWTIE DOWNS THROUGH EXISTING FRAMING AS NEEDED NEW INSULATED TRANSLUCENT SKYLIGHT OVER GALLERY HALL NEW COPPER CAP AT P/ARAPET WALL NEW GALVANIZED AWNING AT ENTRANCE CONSTRUCTION LEGEND ROOM ® - EXISTING WALLS - NEW WALLS - LINE OF ROOF ABOVE - ROOM NUMBER / ROOM LABEL - DRAWING REFERENCE TAG - WALL TYPE TAG SEE DRAWING A501 - DOOR TAG SEE DRAWING A700 - MILLWORK TAG ~ WINDOW TAG SEE DRAWING A700 - SMOKE DETECTION DEVICE - MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE - MTD ON WALL 24" AFF {TYP) GENERAL NOTES 1. ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD FRAME TRIPLE PANE WITH LOW-E GLASS. TOTAL U-FACTOR 0.2 2. EXISTING ROOFTO BE REINSULATED 3. EXISTING WALLS TO BE STRIPPED TO PLYWOOD SHEATHING AND PREP:.ED FOR NEW 5" RIDGID "ROXCUL" INSULATION AND RAIN SCREEN FROM 9" BELLOW GRADE TO FULL PARAPET HEIGHT AIR BARRIER NOTES 4. CONTINUOUS AIR BARRIOR TO CONFORM TO BLOWN SMOKE TESTING PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN. SPECIFIC PERFORMANCE OF AIR BARRIOR TO BE MET PRIOR TO INSTALLATION OF WINDOWS, DOORS AND RAIN SCREEN 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE 07.27.10 REVISIONS ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORI~.R 8HERIDN~I ARCHI"I~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER. 1010 DRAWN: JTE CHECKED: PRINT DATE: 07 26.1C SCALE: 114'=1'-0' HOUSE ROOF PLAN 1~99.12' ~69.05' COPPER OR ZINC SCUPPER AND DOWNSPOUT UNION AT ENTRY AWNINGTO ONE DOWNSPOUT NEW GALVANIZED OVERHANG AWNING ASSEMBLY SUPPORTED BY METAL AND WOOD "FINS" _[ NEW RECLAIMED WOOD RAIN SCREEN BOX SCUPPERS AND DOWN SPOUTS AT PARAPET - 36" A. EF. PORCH NEW POWDER COAT STEEL OR ALUMINUM OVERHANG ASSEMBLY SUPPORTED BY METAL AND WOOD "FINS" NEW DECKING, BALUSTRADE AND HANDRAIL ON EXISTING FRAMING DECKING ON EXISTING DECK FRAMING NEW GALVANIZED BALUSTRADE AND WOOD HANDRAIL AT DECK NEW SCREENEDPORCH SUPPORTED BY LVL ON CONCRETE SONOTUBE PILES LOCATION OF NEW EXTERIOR - SHOWER STOVE PIPE CHIMNEY TO REPLACE EXISTING BRICK CHIMNEY 99.12' -~96.82' ~_~0.94' 0.04' 79.35' TO CMU, RE-INSULATED AND CLAD IN METAL PANELS ON CLIPS NE~V SCREENED PORCH ON CONCRETE SONOTUBE FORM PILES AREA OF NEW FILL AT EXISTING GARAGE - GARAGE DOOR TO BE REPLACED WITH CMU AND FOOTING TO MATCH EXISTING FOUNDATION ASSEMBLY 69.05' __ _~_- {~ SOUTHERN ,,ELEVATION SCALE: 1/4"= 1~-0 (~ EASTE,R,,N ELEVATION SCALE: 1/4~ = 1'-0" AREA OF NEW CONSTRUCTION AT SECOND ~.OOR r ./' PORCH NEW HAND RAIL AT PARAPET-36" A. EE ~. 90.94 __ 90.04' SUPPORTED BY CONCRETE SONOTUBE FORM PILES - TRIPLE GLAZED SLIDING DOOR NEW COPPER OR ZINC BOX SCUPPER AND DOWN SPOUT EXISTING CHIMNEY TO BE REMOVED AND REPLACED WITH METAL STOVE PIPE CHIMNEY TO REPLACE EXISTING BRICK CHIIMNEY NEW RECLAIMED RAIN SCREEN SIDING EXISTING BRICK STRIPPED TO CMU, RE-INSULATED AND CLAD WITH METAL PANELS ON CLIPS _~ 99.12' -~ 96.82' EXISTING TO BE REMOVED AND REPLACED WITH METAL STOVE PIPE NEW TRIPLE GLAZED WINDOWS IN EXISTING ROUGH OPENINGS WHERE POSSIBLE THROUGHOUT 8~8~'24' STRIPPED TO CMU, RE-INSULATED AND CLAD WiTH METAL PANELS ON CLIPS INCREASE GRADE ' ALONG RIDGE FROM BLUFF TO 6" BELOW FIRST FINISHED FLOOR HEIGHT NEW RECLAIMED RAIN SCREEN SIDING 99.12' -~96.82' NEW HAND RAIL AT LOWER ! PARAPET - 36" A. EE / AREA TO MOCK UP NEW OVER HANG AT ENTRY ~88.24' k.~ 87.34' - NEW DECKING, BALUSTRADE AND HAND RAIL ON EXISTING FRAMING 79.35' 69.05' ~_69.05' ,~ 69.05' (~ NORTHER,,N ELEVATION SCALE: 1/4"= 1-0" (~ WESTERN ,ELEVATION SCALE: 1/4" = 1-0" 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE 07.27.10 REVISIONS ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORTER SHERIDAN ARCHITECTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 1010 DRAWN. JTE CHECKED: PRINT DATE. 07.26.1( SCALE: 1/4"=1'-0' 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE REVISIONS ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL POR'I~R 8HB:IIDAN ARGHII~CTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 2,54-1755 JOB NUMBER: 1010 DRAWN: JTE CHECKED: PRINT DATE: 07.26.1 SCALE: 1/2"=1'-( (~ BUILDING SECTION SCALE: 1/2" = 1'-0" BUILDING SECTION SCALE: 1/2" = 1'-0" o 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE REVlDS ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORTER ~I'IERIDAN ARCHITECI'~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER; 1010 DRAWN: JT[ CHECKED: PRINT DATE: 07.26.11 SCALE: 1/2"=1'-0 HOUSE BUILDING SECTION -- 2) LAYER 2.33" OVERLAPPING ROXUL DRAINBOARD NSULAT ON 30# BLACK ROOFING FELT I TAR PAPER 3/4" PLYWOOD VERTICAL BATTENS CUT CONTINUOUS STRIP IN EXISTING SHEATHING AT PARAPET WALL TO ALLOW FOR BLOWN CELULOUS INSULATION. CUT TO BE SEALED FOLLOWING INSULATION, STOGUARD SPRAY/ROLLED CONTINUOUS AIR AND MOISTURE BARRIER APPLIED AT EXISTING SHEATHING TYR (2) LAYER 5" ROXUL MONOBOARD ON TOP NIEW EPDM MEMBRANE EXISTING TONGUE AND GROOVE AND RIGID INSULATION TO REMAIN. RE TAPERED TO ELIMINATE POOLING AND NEW EPDM MEMBRANE INSTALLED TIED INTO STOGUARD FOR CONTINUITY OF CONTINUOUS AIR BARRIER EXISTING CEILING AND ROOF ASSEMBLY -- EXISTING EXTERIOR SHEATHING - PATCH AS REQUIRED -- EXISTING WALL AND BATr INSULATION WiTH NEW GYP. BOARD OR PLYWOOD AS PER INTERIOR ELEVATIONS NEW WINDOWS IN EXISTING ROUGH WHERE POSSIBLE - SEE WINDOW SCHEDULE AT00 GALVINIZED STEEL OR ALUMINUM BOX TRIM AT WINDOWS TYPICAL INSTALLED BEFOR RAIN SCREEN AND CLIPPED TO VERTICAL BATTENS NEW HARDWOOD FLOOR EXISTING FLOOR ASSEMBLYAND SUB FLOOR DETAIL WALL SECTION SCALE: 1 1/2" = 1'-0" EXISTING WALL AND BATT INSULATION WITH NEW GYR BOARD OR PLYWOOD AS PER INTERIOR ELEVATIONS NEW HARDWOOD FLOOR EXISTING FLOOR ASSEMBLY AND SUB FLOOR STOGUARD CONTINUOUS AIR BARRIER TRANSITIONS FROM EXISTING EXTERIOR SHEATHING TO INTERIOR FOUNDATION WALL. EXISTING PLATE TO BE SEALED ACCORDINGLY 2X4 WALL ON RIGID FOAM SPACERS WITH RIGID FOAM BETWEEN 24" DC. STUD INSTALLED ON CONCRETE/CMU FOUNDATION WALL - SEE BASEMENT PLAN FOR LOCATION STOGUARD PAINTED CONTUNUOUS AiR BARRIER EXISTING FOUNDAITON WALL -- 2X4 WALL ON RIGID FOAM SPACERS WITH RIGID INSULATION BETWWN STUDS AT 24" DC - SEE PLAN FOR LOCATION STOGUARD PAINTED CONTUNUOUS AIR BARRIER TRANSITIONS TO FLOOR EXISTING CONCRETE FLOOR AND FOOTING EXISTING FOUNDATION WALL ROXUL DRAINBOARD TR,E,~,C, HED ALONG FOUNDATION WALL TO 1 -O BELOW GRADE AROUND PERIMETER OF FOUNDATION DETAILE,,,D ,W?LL SECTION SCALE: I 1/2'= 1-0" O %0c OD 0 ¢ o 0 -- COPPER FLASHED CAPTO REPLACE EXISTING WOOD CAP AT PABAPEr CUT CONTINUOUS STRIP IN EXISTING SHEATHING AT PARAPET WALL TO ALLOW FOR BLOWN CELULOUS INSULATION. CUT TO BE SEALED FOLLOWING INSULATION. STOGUARD SPRAY/ROLLED CONTINUOUS AIR BARRIER APPLIED AT EXISTING SHEATHING TYP. SIMPSON A'rS PLATE 'FIE DOWNS LOCATED AT ENDS OF EACH SHEAR WALL (TYP.) EXISTING SHEATHING TO REMAIN AND CLEANED, PATCHED, PREPAIRED AS NEEDED ~?PLY ROXUL DFIA1NBOARD DGID INSULATION APPLIED TO EXISTING SHEATHING 3/4" X 3-1/2" VERTICAL BATTEN STRIPS TIED RACK TO STUD WALL WITH EXTERIOR GRADE FASTERNS 1 114" THICKNESS RECLAIMED RAINSCREEN FASTENED TO BA~FEN STRIPS 30~ BLACK ROOFING FELT / TAR PAPER 1/4" GAP MAXIMUM STOGUARD SPRAY/ROLLED CONTINUOUS AIR BARRIER APPLIED AT EXISTING SHEATHING TYR SIMPSON ATS CAGE AND PLATE TIES DOWNS LOCATED AT ENDS OF EACH SHEAR WALL (TYP.) STOGUARD SPRAY/ROLLED CONTINUOUS AIR BARRIER APPLIED AT EXISTING SHEATHING TYR EXISTING WALL AND BATT INSULATION WITH NEW GYR BOARD OR PLYWOOD AS PER INTERIOR ELEVATIONS SIMPSON ATS CAGE AND PLATE TIES DOWNS LOCATED AT ENDS OF EACH SHEAR WALL (TYR) STOGUARD SPRAY/ROLLED CONTINUOUS AIR BARRIER APPUED AT EXISTING SHEATHING TYR -- STOGUARD CONTINUOUS AIR BARRIER TRANSITIONS FROM EXISTING EXTERIOR SHEATHING TO INTERIOR FOUNDATION WALL. PLATE TO BE SEALED ACCORDINGLY ~ LAYER 2.38" ROXUL AINBOARD TRENCHED ALONG EXISTING WALLTO DEPTH OF 12" -- 2)(4 WALL ON RIGID FOAM SPACERS WITH RIGID FOAM BETWEEN 24" DC. STUD INSTALLED ON CONCRETE/CMU FOUNDATION WALL - SEE BASEMENT PLAN FOR LOCATION EXISTING FOUNDATION WALL 00 O O( O o O c> DETAILED WALL SECTION SCALE: 1 1/2"= 1'-0" COPPER FLASHED CAP TO REPLACE EXISTING WOOD CAP NEW HANDRAIL ASSEMBLY CONSISTING OF WOOD HANDRAIL AND GALVINIZED STEEL BALLUSTRADE ATTACHED TO PARBAPET WALL CUT CONTINUOUS STRIp IN EXISTING SHEATHING AT PARAPET WALL TO ALLOW FOR BLOWN CELULOUS INSULATION. CUT TO BE SEALED FOLLOWING INSULATION. 30~ BLACK ROOFER FELT I TAR PAPER EXISTING SHEATHING TO REMAIN AND CLEANED, PATCHED, PREPAIRED AS NEEDED STOGUARD SPRAY/ROLLED CONTINUOUS AIR BARRIER APPLIED AT EXISTING SHEATHING TYR BLACK LOCUST WOOD DECKING ON TAPERED JOISTS ON 314" EXTERIOR PLYWOOD PADS ON TOP OF RIDGID FOAM (2) LAYER 5" ROXUL MONOBOARD RIDGID INSULATION ONTOP NEW EDPM ROOF MEMBRANE TIED INTO STOGUARD AIR BARRIER EXISTING TOUNG AND GROOVE SHEATHING AND RIGID INULATION TO REMAIN, RE-TAPPERED TO ELIMINATE POOLING OPEN RAFTED AS PER EXISTING CONDITION EXISTING BATT INSULATION NEW RIGID INSULATION AT GARAGE CEILING STOGUARD AIR BARRIER TRANSITIONS FROM EXTERIOR SHEATHING THROUGH PLATE TO INTERIOR CONCRETE/CMU WALL STOGUARD AIR BARRIER WALL TO FLOOR EXISTING FOUNDATION WALL DETAILE,.D .W,.A,,LL SECTION SCALE: 1 1/2 = 1-0' (2) LAYER 2.38" OVERLAPPING ROXUL DRAINBOARD INSULATION 30~ BLACK ROOFING FELT / TAR PAPER 3/4" PLYWOOD VERTICAL BATTENS CUT CONTINUOUS STRIP IN EXISTING SHEATHING AT PARAPET WALL TO ALLOW FOR BLOWN CELULOUS INSULATION. CUT TO BE SEALED FOLLOWING INSULATION. STOGUARD SPRAY/ROLLED CONTINUOUS AIR AND MOISTURE BARRIER APPLIED AT EXISTING SHEATHING TYR (2) LAYER 5" ROXUL MONOROARD ON TOP NEW EPDM MEMBRANE EXISTING TONGUE AND GROOVE AND RIGID INSULATION TO REMAIN. RE TAPERED TO I~JMINATE POOLING AND NEW EPDM MEMBRANE INSTALLED TIED INTO STOGUARD FOR CONTINUITY OF CONTINUOUS AIR BARRIER EXISTING CEILING AND ROOF ASSEMBLY -- EXISTING EXTERIOR SHEATHING - PATCH AS REQUIRED -- EXISTING WALL AND BA~I' INSULATION WITH NEW GYR BOARD OR PLYWOOD AS PER INTERIOR ELEVATIONS (2) LAYER 2.38" OVERLAPPING ROXUL DRAINBOARD INSULATION -- 3C~ BLACK ROOFING FELT / TAR PAPER STOGUARD SPRAY/ROLLED CONTINUOUS AIR AND MOISTURE BARRIER APPLIED AT EXISTING SHEATHING TYR (2) LAYER 5" ROXUL CAVITY ROCK DD ON TOP NEW EPDM MEMBRANE EXISTING TONGUE AND GROOVE AND RIGID INSULATION TO REMAIN. RE TAPERED TO ELIMINATE POOLING AND NEW EPDM MEMBRANE INSTALLED TIED INTO STOGUARD FOR CONTINUITY OF CONTINUOUS AIR BARRIER EXISTING CBMNG AND ROOF ASSEMBLY EXISTING WALLAND BATT INSULATION WITH NEW GYP. BOARD OR PLYWOOD AS PER INTERIOR ELEVATIONS NEW RIDGID INSULATION IN 2)(4 WALL ASSEMBLT -24" DC STUDS ON FOAM SLEAPERS LAID AGAINST INTERIOR OF EXISTING FOUNDATION WALL AT STAIR TO HEIGHT OF 1ST FINISHED FLOOR STOGUARD CONTINUOUS AIR BARRIER TRANSITION FROM GARAGE SIDE OF FOUNDATION WALL THROUGH PLATE TO INTERIOR FOUNDATION WALL OF LIVING SPACE STOGUARD CONTINUOUS AIR BARRIER TRANSITION FROM EXISTING FOUNDATION WALLTO CONCRETE SLAB 1050 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE 07.27.10 ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORTT=R SHERIDAN ARCHil'--r. CTS 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER' 101(3 DRAWN. CHECKED; PRINT DATE: 07,26.1l SCALE: 1 1/2'=1'-0 HOUSE DETAIL WALL SECTIONS (~ TITLE , SCALE: X"= 1-0" C O NEW COPPER CAP (2) LAYER 2,38" OVERLAPPING ROXUL DRAINBOARD INSULATION 30# BLACK ROOFING FELT I TAR PAPER 3~4" PL~NOOD VI~ITICAL BArrENS CUT CONTINUOUS STRIP IN EXISTING SHEATHING AT PARAPET WALL TO ALLOW FOR BLOWN CELLULOSE INSULATION. CUT TO BE SEALED FOLLOWING INSULATION. SIMPSON ATS PLATE FOR TIE DOWNS LOCATED AT ENDS OF EACH 8HEAR WALL (TYP.) STOGUARD SPRAY/ROLLED CONTINUOUS AIR AND MOISTURE BARRIER APPLIED AT EXISTING SHEATHING TYR EXISTING TONGUE AND GROOVE AND RIGID INSULATION TO REMAIN. RE TAPERED TO ELIMINATE POOLING AND NEW EPDM MEMBRANE INSTALLED TIED INTO STOGUARD FOR CONTINUITY OF CONTINUOUS AIR HARRIER EXISTING CEILING AND ROOF ASSEMBLY EXISTING EXTERIOR SHEATHING- PATCH AS REQUIRED -- SIMPSON ATS CAGE AND PLATE TIES DOWNS LOCATED AT ENDS OF EACH SHEAR WALL (TYP.) -- EXISTING WALLAND BATf INSULATION WITH NEW GYP BOARD OR PLYWOOD AS PER INTERIOR ELEVATIONS STOGUARD CONTINUOUS PAINTED AIR BARRIER 30~ BLACK ROOFING FELT / TAR PAPER GALVANIZED STEEL TAB FOR HUNG OVERHANG CONNECTION GALVANIZED STEEL OVERHANG AT ENTRY FACADE -- SIMPSON ATSCAGEAND PLATE TIES DOWNS LOCATED AT ENDS OF EACH SHEAR WALL (r~P,) NEW HARDWOOD FLOOR -- EXISTING FLOOR ASSEMSLY AND SUH FLOOR NEW HLACK LOCUST EXTERIOR DECKING ON EXISTING DECK FRAMING EXISTING DECK FRAMING TO BE REUSED STOGUARD PAINTED AIR BARRIER TRANSITIONS TO PLATE THEN TO INTERIOR FOUNDATION WALL VIA POLYURETHANE CAULKING 30# BLACK ROOFING FELT I TAR PAPER 2X4 WALL ON RIGID FOAM SPACERS WITH RIGID FOAM BETWEEN 24" DC. STUD INSTALLED ON CONCRETE/CMU FOUNDATION WALL ~ SEE BASEMENT PLAN FOR LOCATION ROXUL DRAINBOARD FOUNDATION WALL TO 1'-0" BELOW GRADE AROUND PERIMETER OF FOUNDATION EXISTING CONCRETE FLOOR AND FOOTING EXISTING FOUNDATION WALL (~ TITLE , , SCALE: X" = 1 '0' Ir GALVANIZED STEEL PLATE ABTACHED TO CMU VIA CLIP (2) LAYER 2.38" ROXUL DRAINBOARD STOGUARD CONTINUOUS PAINTED AIR BARRIER EXISTING CMU OR CONCRETE FOUNDATION WALL CAVITY SPACE EXISTING CMU OR CONCRETE FOUNDATION WALL EXISTING WOOD STUD WALL ASSEMBLY AND BA'Cr INSULATION NEW FIRE PLACE SURROUND - TBD (~ WALL T'¥?E ~, SCALE: 1-1/2 =1~)~ EXISTING GYPSUM BOARD EXISTING CMU WALL -- EXISTING GYPSUM BOATED (~ WALL TYPE 6 SCALE: 1-1/2" = 1 '-0" ~wOOD STUD ON FOAM tSLEEPER AT 24" DC -- IEXISTING CMU WALL AT · ~ STAIR M VIF -- (GYPSUM BOARD (~) WALL TY~E 3. SCALE:I-I~ = 1'~ (~ TITLE , ,, SCALE: X~' = 1-0 EXISTING WOOD STUD WALL WITHGYPSUMOR CONCRETE BOARD- VIF {~ WALL TYPE ~,, SCALE: 1-1/2" = 1-0 EXISTING WOOD STUD WALL EXISTING GYPSUM OR CONCRETE BOARD ~) WALL TYPE 5 SCALE: 1-1/~" = 1'-0" EXISTING BRICK CONSTRUCTION LIGHT WELL (~) WALL TY.PE ~. SCALE: 1-1/2 = 1-0 (~ TITLE SCALE: X"= 1'-0" I 1/4" UNFINISHED RECLAIMED WOOD RAIN SCREEN FASTENED TO EXISTING STUD AT VERTICAL BATTEN LOCATION. 3 1/2" X 314" EXTERIOR PAINTED VERTICAL BATTENS 3t4" AIR SPACE 30# BLACK ROOFING FELT I TAR PAPER (2) LAYER 2.38" ROXUL DRAINBOARD INSULATION 314" EXISTJNG SHEATHING PATCH AND REPAIR AS REQUIP~D STOGUARD CONTINUOUS PAINTED AIR BARRIER -- EXISTING WOOD STUD WALL ASSEMBLY ~) WALL TYPE .7. ,, SCALE: 1-1/2" = 1-0 ~~ GYPSUM BOARD XPS RIGID INSULATION ~~ BETWEEN STUDS INSULATION SLEEPER AT 24" OC TYE EXISTING WOOD STUD WALL - NEW GYPSUM BOARD AS NEEDED (~) WALL TY.PE 4. SCALE: 1-1/2 = 1'-0 I EXISTING EXTERIOR VENEER BRICK EXISTING CMUOR CONCRETE FOUNDATION WALL XP8 RIGID INSULATION -- THOROSEAL MIXED WITH ACRYL 60 OR EQUIVALENT CONCRETE WATERPROOF SEALER WOOD STUD ON FOAM INSULATION SLEEPER AT 24" DC TYR (~ WALL TYPE 1 SCALE: 1-1/2" = t'-0" 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE REVISIONS ISSUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORTER SHERIDAN ARCHITIEOT~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: DRAWN. CHECKED; PRINT DATE; SCALE: I 1/2%1'-(~ HOUSE DETAIL WALL AND PLAN SECTIONS WINDOW SCHEDULE WINDOW NO. TYPE MNFR. STATUS UNIT SIZE (WXH) MATERIAL ~EMARKS 3ASEMENT 001 ~WNING OPTiWIN WOOD 2 NEW 3'-6" X 2'-6" WOOD N EXISTING ROUGH - VIF 002 AWNING OFI'BNIN WOOD 2 NEW 3'-6" X 2'0" IVOOD N EXISTING ROUGH - VIF 003 AWNING OPTIWIN WOOD 2 NEW 3'-6" X 2'0" IVOOD N EXISTING ROUGH - VIF 004 AWNING OPTIWIN WOOD 2 NEW 3'-6" X 2'0" MOOD N EXISTING ROUGH - VIF 005 AWNING OPTIWIN WOOD 2 NEW 3'0" X 2~-6" MOOD N EXISTING ROUGH - VIF 006 AWNING OPTIWIN WOOD 2 NEW 3'-6" X 2'-6" MOOD N EXISTING ROUGH - VIF 007 AWNING OPTIWIN WOOD 2 NEW 3'-6" X 2'0" NOOD N EXISTING ROUGH - VIF FIRST FLOOR 101 CASEMENT OPTIWIN WOOD 2 NEW 2'-0" X B'-6" NC)OD ~EW ROUGH 103 AWNING OPTIWIN WOOD 2 NEW 2'-6" X 2'0" NOOD ~EW ROUGH 104 ,FIXED 3PTI~VlN WOOD 2 NIE~N -' ' 2'-0" X 5'-0" NOOD NEW ROUGH SIDELITE 105 ~,WNING )PTIWIN WOOD 2 NEW !'-0" X 2'-0" NC)OD NEW ROUGH SIDE LITE 106 ]ASEMENT 3PTIWIN WOOD 2 NEW 3'-3" X 3'-6" MOOD IN EXISTING ROUGH 107 ~WNING ~PTIWIN WOOD 2 NEW 1'-3' X 3'0" WOOD IN EXISTING ROUGH 108 ;ASEMENT :)PTIWIN WOOD 2 JEW 1'3" X 3'-6" WOOD IN EXISTING ROUGH 109 ~,WNING ;)PTIWIN WOOD 2 JEW 4'-4" X 4'-2" ~/OOD NEW ROUGH 110 ~,WNING )PTIWIN WOOD 2 ~IEW 3'-2" X 2'q3" WOOD NEW AWNING COMBINATIGNI UNIT IN EXISTING ROUGH - VIF 111 :IXED )PTIWIN WOOD 2 tlEW 6'-6" X 6'0" ~'OOD NEW FIXED COMBINATION UNIT IN EXISTING ROUGH - VIF 112 ~.WNING :)PTIWIN WOOD 2 JEW 3'-2" X 2'-0" ~NOOD NEW AWNING COMBINATIOI~ UNIT IN EXISTING ROUGH - VIF 113 ~,WNING ~PTIWIN WOOD 2 qEW 3uS" X 2'-0" WOOD NEW AWNING COMBINATIOI~ UNIT IN EXISTING ROUGH - VtF 114 :IXED 3PTIWIN WOOD 2 ~EW ~'-6" X 6'0" WOOD NEW FIXED COMBINATION LINIT IN EXISTING ROUGH - VIF 115 ~,WNING ~PTIWIN WOOD 2 ~IEW 3'-2" X 2'-0" WOOD ~EW AWNING COMBINATIOr~ UNIT IN EXISTING ROUGH - VIF 116 ~WNING :)PTIWIN WOOD 2 ~IEW ~'-2" X 2'0" VOOD NEW AWNING COMBINATIOr~ UNIT IN EXISTING ROUGH - VIF 117 --IXED DPTIWIN WOOD 2 ~EW 3'-6" X 5'-0" WOOD JEW FIXED COMBINATION L~NIT IN EXISTING ROUGH - VIF 118 ~.WNING BPTIWIN WOOD 2 ~JEW , 1'-2" X 2'q)" WOOD JEW AWNING COMBINATIOKI UNIT IN EXISTING ROUGH - VIF 119 CASEMENT :~PTIWIN WOOD 2 ~EW 1'0" X 3'-6" WOOD IN EXISTING ROUGH 120 CASEMENT OPTIWIN WOOD 2 AEW i'-6" X 2'0" WOOD IN EXISTING ROUGH 121 CASEMENT CPTIWIN WOOD 2 ~JEW 1'-6" X 2'0" VOOD IN EXISTING ROUGH 122 CASEMENT OPTIWIN WOOD 2 NEW ~1'-6' X 2'0" , WOOD IN EXISTING ROUGH 123 CASEMENT OFTIWIN WOOD 2 NEW ]'-6" X 2'0" WOOD IN EXISTING ROUGH ~ECOND FLOOR 201 CASEMENT OPTIWIN WOOD 2 NEW '0" X 2'-6" WOOD. iNEW ROUGH 202 CASEMENT OPTIWIN WOOD 2 NEW A'-6" X 2'0" WOOD ~!EW ROUGH 203 VOID 204 FIXED OPTIWIN WOOD 2 NEW F-6" X 4'-4" WOOD JEW ROUGH 205A AWNING OPTIWIN WOOD 2 NEW '-0" X 3'-5" WOOD ~EW ROUGH COMBINATIONI UNIT 205B AWNING OPTIWIN WOOD 2 NEW 3'-0' X 3'-5" IVOOD ~JEW ROUG~I COMBINATION UNIT 205C AWNING OPTIWIN WOOD 2 NEW '-0' X 3'-5" WOOD ~IEW ROUGH COMBINATIOM UNiT 205D AWNING )PTIWIN WOOD 2 NEW 3'-0" X 3'-5" IVOOD ~EW ROUGH ODMBINATIONI UNIT 206 ~.WNING OPTIWIN WOOD 2 NEW 3'-2" X 2'0" WOOD ~EW AWNING COMBINAT[O~I UNIT IN EXISTING ROUGH - VIF 207 :IXED OFTIWIN WOOD 2 NEW ~'-6" X 4'-9" WOOD ~IEW AWNING COMBINATIOF~I UNIT IN EXISTING ROUGH - VIF 208 ~,W NING OPTIWIN WOOD 2 NEW 3'-2" X 2'-0" NC)OD ~IEW AWNING COMBINATIO~ UNIT IN EXISTING ROUGH - VIF 209 ~AWNING OPTIWIN WOOD 2 NEW 3'-2" X 2',0" MOOD ~IEW AWNING COMRINATIO~I UNIT IN EXISTING ROUGH - VIF 210 :FIXED OPT NVIN WOOD 2 NEW '-6" X 4'-g" NOOD ~EW AWNING COMBINATION UNiT IN EXISTING ROUGH - VIF 211 IAWNING iOPTIWIN WOOD 2 NEW 3'-2" X 2'-0" NOOD ~EW AWNING COMBINATION UNIT IN EXISTING ROUGH - VIF NOTES: 1. AU. WINDOWS TO BE INSTALLED WITH SILL PAN FI.AS HING 2. CONTRACTOR AND WINDOW RER ARETO VERIFY WINDOW SIZES AND COORD. W/EXISTING OPENINGS PRIOR, TO OHu~H~NG. 3. ALL WINDOWS TORE TRIPLE GLAZED UNITS PERFORMING TO MtN. R-5 PASIVE HOUSE STANDARD L EACH BEDROOM HAS A WINDOW THAT COMPLIES WITH IBC SECTION R310 MEANS OF EGRESS OSB HURRICAN PANEL ATFACHMENT PLAN - 3" = 1'-0" DOOR SCHEDULE DOOR NO. LOCATION NOMINAL FRAME STATUS MANUFACTURER MATERIAL INT/EXT :rEMARKS SIZE BASEMENT 001 GUEST ROOM 8'-0" X 3'-6" NEW OPTIWIN WOOD AND GLASS EXT TRIPPLE GLAZED W/4'-0" WD SIDELITE 002 GUEST ROOM (2)7'0" x 1'-6" NEW MOHAWK SOLID CORE INT DOUBLE CLOSET DOORS 003 GUEST ROOM (2)7'0" x 1'-6' NEW MOHAWK SOLID CORE INT DOUBLE CLOSET DOORS 004 GUEST HALL 7'-0' X 3'0" NEW MOHAWK SOLID CORE INT AIR SEALED SURRDUND 005 BATH 7'47' X 2'-4" NEW MOHAWK SOLID CORE , INT AIR SEAL SURROUND 006 CLOSET 7'-0" X 3'0" NL~/V MOHAWK SOLID CORE INT AIR SEAL SURROUND 007 MECHANICAULAUNDRY 7'-0" X 3'0" NEW METAL INT 2 HR FIRE RATED 008 CELLAR VESTIBULE 7;0" X 3'-4" NEW MOHAWK SOLID CORE INT AIRBE~L SURROUND 009 CELLAR 7'-0" X 3'-4" NEW MOHAWK SOLID CORE, INT AIR SEAL SURROUND F{RST FLOOR 100 HOME STUDIO 7'0" X 2'0" NEW OP~tWIN ,WOOD AND GLA,~S E~'T , TRIppLE GLAZED SLISDER W/2'-8' WD S!DELITE 101 ENTRANCE 7'0" X 3'-2" MEW OPTtWIN WOOD AND GLASS EXT TRIPpLE GLAZED 102 CLOSET (2) 7'-0' X 2'0" NEW MOHAWK SOIJD CORE INT SLIDDING DOORS 103 BATH 7'-0" X 2'0" NEW MOHAWK SOLID CORE INT 104 STUDIO 7'-0" X 2'0" NEW , ~OI~AWK SOLID ~ORE INT 105 SCREENED PORCH 7'-0~ X 3'-0" NEW OPTI~VIN WOOD AND GLASS EXT TRIPPLE GLAZED 106 DINING ROOM 7'-0" X 5'-1 O" NEW OPTIWIN WOOD AND GLASS EXT TRIPLE GLAZED W/EQUAL SIZE SIDELITE SECOND FLOOR 200 BEDROOM 7'-0" X 2'-1 O" NEW MOHAWK SOLID CORE INT POCKET DOOR 201 BATHROOM 7'-0" X 2'-10" NEW MOHAWK SOLID CORE INT POCKET DOOR 202 DRESSING ROOM 7'0" X 2'-8" NEW MOHAWK SOLID CORE INT 203 DRESSING ROOM 7'-0~ X 2'-8" NEW MOHAWK SOLID CORE INT 2~4 BATHROOM 5'-10" X 3'-0" NEW OPTIWIN WOOD AND GLASS EXT TRiPPLE GLAZED NOTES: 1. CONTRACTOR SHALL SUBMIT DOOR ORDER TO THE ARCHITECT FOR FINAL REVIEW PRIIOR TO ORDERING DOORS. 2. CONTRACTOR IS TO VERIFY DOOR SIZES PRIOR TO ORDERING. 3. ALL INTERIOR DOORS ARE TO BE 1 3/~" SOLID CORE WOOD DOORS, UNLESS OTHERWISE NOTED. 4. AU- DOORS WITH GLAZING TO USE INSULATE LOW-E II GLASS WITH ARGON GAS M ILLWORK SCHEDULE Wood structural panels with a min. thicknaz~ of 7/16" and a max. span of 8' shall be fitted Esr opening protection. Panels shall .be precut to c.,ov~r glazed openings with attachment hardware provided. Fanteners shall be instsllod at o~3osing ends of the wood structural.p~mel. Altachments shell be provided ~n accordance with Table R301.2.1.2 of the lRC or shall be designed ts resist the components and claddmg loads determined with the prowsanns of the IBC. Use 1/4 diameler stalal~s steel hanger bolts at 16 O.C. (16 apart) with a minimum emb(edment depth of 2.0 into the wood framing within the wall. WINDWORN DEBRIS PROTECTION FASTENING SCHEDUL[E FOR WOOD STRUCTURAL PANELS (from IBC Tab~ R80/.2. ~.2) 4 FOOT 6 FOOT FASTENER TYPE PANEL SPAN <: PANEL SPAN < PANEL SPAIN <: 4 FOOT < 6 FOOT <8 FOOT 2 1/2" ,~ 16" 12" 9" WOOD SCREWS 2 1/2" t/8 16" 16" 12" WOOD SCREWS 0 0 0 0 wood grain 0 0 0 0 0 0 0 1060 NORTHVIEW DRIVE ORIENT, NEW YORK 11957 DATE 07.27.10 REVISIONS IBBUED TO SOUTHOLD DEPARTMENT OF BUILDINGS RYALL PORTER ~'IERIDAN .4,RCHI'I'~"I~ 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: DRAWN: CHECKED: PRINT DATE~ SCALE. 1010 JTE AS NOTE3E HOUSE WINDOW DOOR AND MILI'WORK SCHEDULE