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HomeMy WebLinkAbout36666-Z gUF LAC Town of Southold Annex 9/12/2013 ,off �¢� P.O.Box 1179 i» 54375 Main Road Southold,New York 11971 y,�ol CERTIFICATE OF OCCUPANCY No: 36500 Date: 9/12/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 630 RUCH LA. GREENPORT, SCTM#: 473889 See/Block/Lot: 52.-2-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated /. 12/12/2008 pursuant to which Building.Permit No. 36666 dated 9/1/2011 /r was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered porch, outdoor shower and rooftop deck to an existing one family dwelling as applied for. The certificate is issued to DEBRA LACHANCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/2/8, 6/6/12 Timothy Taub, Michael Siarco Authorized Signature TOWN OF SOUTHOLD y°g�FFotk�oa BUILDING DEPARTMENT 0.a y TOWN CLERK'S OFFICE SOUTHOLD, NY �aVol BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36666 Date: 9/1/2011 Permission is hereby granted to: DEBRA LACHANCE 120 BOND STREET BROOKLYN, N.Y. 11217 To: ADDITIONS AND ALTERATIONS TO A ONE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 34343 At premises located at: 630 RUCH LA. GREENPORT, N.Y. 11944 SCTM # 473889 Sec/Block/Lot# 52.-2-26 Pursuant to application dated 12/12/2008 and approved by the Building Inspector. To expire on 3/1/2013. Fees: PERMIT RENEWAL $150.00 CO -ADDITION TO DWELLING $50.00 Total: $200.00 ildin Inspe FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) SL 6 Co4 PERMIT NO. _ 3 3 Z Date DECEMBER 12, 2008 Permission is hereby granted to: DEBRA LACHANCE 72 MIDDAGH ST BROOKLYN,NY 11201 for . ADDITIONS AND ALTERATIONS TO A ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 31751. at premises located at 630 RUCH LA GREENPORT County Tax Map No. 473889 Section 052 Block 0002 Lot No. 026 pursuant to application dated DECEMBER 12 2008 and approved by the Building Inspector to expire on JUN 12, 201 . Fee $ 150 . 00 Author' d Signature COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL 3G,COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 3 1 Z Date JANUARY 24 , 2006 V yy I'e� Permission is hereby granted to:SANDRA L SCHPOONT Un, Ci-,P-n u) 128 LINCOLN PLACE BROOKLYN,NY 11217 for ADDITIONS AND ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES VOIDED PERMIT #30791 at premises located at 630 RUCH LA GREENPORT County Tax Map No. 473889 Section 052 Block 0002 Lot No. 026 pursuant to application dated JANUARY 19, 2006 and approved by the Building Inspector to expire on JULY 24 , 2007 . Fee $ 150 . 00 orized Signature ORIGINAL Rev. 5/8/02 Form Ne.6 TOWN OF SOUTHOLD: BUILDING DEPARTMENT TOWN HALL 765-1802. APPLICATION.FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with'the following. -A. For new building or new. use: 1. Final survey of property with accurate location of all buildings;property lines,streets, and unusual natural or topographic features. natural. or Final Approval from Health Dept.of water supply and sewerage-disposal(S-9.form)- 3. Approval of electricall installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I Wlead. 5. Commercial building,,industrial Building,multiple residences and similar buildings and installations,a certificate of Code Compliance from ardhitect or engineer responsible for the building. 6: Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)•non-conforming uses,or buildings.and C°pre-existing"land uses: 1_ Accurate survey of property showing.all property lines,streets,building.andunusual natural or topographic features'- 2- A properly completed application and cgnsent to inspect signed by the applicant- If a Certificate of Occupancy is denied, the-Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.60,Additions to dwelling$50.00,Alterations to dwelling$50.00,. Swimming pool$50:00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00� 2- Certificate of Occupancy on P're-existing Building- $1.00.00 3. Copy of Certificate of Occupancy-$.25 4_ Updated Certificate of Occupancy- $50.00 . 5. Temporary Certificate of Occupancy-Residential$.15.00, Commercial$15-00 Date. �. New Construction: Old or Pre-existing Building: (check one) Location of Property: 01 p 12, nlpo House No. Street Hamlet Owner or Owners of Property: aa �� Suffolk County Tax Map No 1000,Section Block a Lot o2� Subdivision Filed Map. Lot: Permit NQ. 3(rho(�o. Date of Permit._2-:f - // Applicant: l;ealth Dept.,Approval: Underwriters Approval: Planning Board Approval: Zequest for: Temporary Certificate Final Certificate 11 check one -ee Submitted:$ i � �,;:,�,, �N �,���x��;r '" � c;�� tcv �aY�'� 'Y'��v�,>r� >�37.E s y,/;"• ���,--,r r. v: •C 1 .'.^.1 � ;: { � f ,✓ .y: r Y'l �w�f��/,��•.:Yi'., xe r 7t;.aY1Xs ..i'fx)`�. k � )f' rl..;,N7r ,. 1 'Q fJ i�R� _.>�rr,_x� �,.�y`�: ; I`�,.s �. � �..•�,5, (�.: %'fl.. •e,, � �< z Mtn�. �. .,n� a�✓%.��`.\.;R ;r' ..U�.A�.'��r : 1Y���w. F .d ,e� .t, p��r�. �I, ����1 :H. 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'4 v:�`it rrf�z�,�r7� .•�.•,• 5.-v;,aJ1 '�.':T •�:..vk ux./..a Ai(^ �S" � k lfylb S�.I .Y �'��.�. ��r...• �,�. a{�.��?.. �+�.. ♦ A T,•y(O Zi r���r�h7 c$ � �,Q �V/�1�tv �`a: X�' r Vr`?" `` y .'�sJ a)p f- t Y h _ _ _ , r 'I�as�a 1tnt1;S DI ► ,'Matra ROW 7 u ls?3 il-0.DOX 1179 Tfthon*(631)365-102 Soolhold,Nei York 1197 WA!3 +' 11A)TWIKG DEPARTMEW TOWN OF SOUT OLD CERTIFICATION Date: J h. Building Permit No. Owner: V lc�6 9--'c AN CZ- (please print) Plumber: �/�d 7-/ (p ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers ignature) rL� Sworn to before me this day of ( 20 O Notary Aiablic, State of New York No. 52-4684441 Qualified in Suffolk County �(� (� Commission Expires A/,3 �a O ;0 Notary Public, V•i�ti� County Qf SO(/T�o . Town Hall Annex Telephone(63-1)•76571$02 54375 Main Road Fax(6311.765-9502 P.O.Box 1179 Southold,New York 11971-0959 �O outm,� ' BUILDING DEPARTMENT - TOWN OF SOUTHOLD •CERTIFICATION Date: Building Permit No. C✓ G(o G Owner: IN5134'CA- (Please print) Plumber: �� t�� �i �r M C (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of I% lead. . (Plumb s Signature) Sworn to before me this CONNIE.M.SUNChI day of 20_ ,� Notary Public,State of New York . No,O I SUO185050 . yIJYP Qualified in Suffolk County Commission Expires April 14;2����o • Notary Public, L�� County ISO oly�0�y�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: OA y Lg f/Y4fT 1 DATE INSPECTOR hod ono TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT .,ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G'"-� V, a DATE j INSPECTOR ho��pF SO(/lyolo C,� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST E ROUGH PLBO [ ] F NDATION 2ND [ ] INSULATION [ " FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r _ . REMARKS: 6 DATE �� INSPECTOR r SOUlyo�o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 0 REMARKS: DATE d4 INSPECTOR i eoutm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ R UGH PLBG. [ ] FOUNDATION 2ND [. INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `� -�✓ DATE INSPECTOR OF SOUlyol llJ f p couto,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S: �o�-r ��G ✓ DATE INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �J DATE i INSPECTOR l'ycOUM`i,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE R S T CONSTRUCTION [ ] FIRE R�ISTANT PENETRATION E RKS: 3 AA r DATE INSPECTOR 1) L" r4f so • ao cOUNTi,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINA Rom. [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) / [ ] �ELECTRICAL (FINAL) REMARKS: 4ell DATE INSPECTOR4 ` OF SO[/ryo� ' olyCOU ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cz DATE INSPECTOR I awl I milm w VG#v com ' • COMMENTS FOUNDATION ------------------------------------ FOUNDATION(2ND) �• 0051, IFA i ADDITIONAL •Poll J I I _ r, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL /_ Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 lJ l5�y�r, 1 Building Inspector 'r °T APPLICATION FOR BUILDING PERMIT Date 120 INSTRUCTIONS Jq LJ h�is'a1 j licafion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 LM-5-f-rla.s,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder o w Name of owner of premises�Q��p LAG�A (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ��o�QCAA �t�E SoV T�►ot�� House Number Street Hamlet County Tax Map No. 1000 Section r72 Block 2 Lot 6 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Mgt�t�Gt�G s/ b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition__N./ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. ' 2 -4` 7. Dimensions of existing structures,if any:Front '? 0 Rear 70 Depth Height I-,;�F' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 3 pi Rear Depth 4-4' Height Number of Stories *7— 8. Dimensions of entire new construction:Front 2 Z Rear 2 Z 1 Depth 30 Height 1 O' Number of Stories 1 9. Size of lot:Front �S r Rear 50 '-12 t Depth 68'� t 10.Date of Purchase Name of Former Owner yPcy�bV- STVN er-1 A4 e v p 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO f Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) �r : COUN Y OF 41V SS 4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual sigm Icontract above n red, (S)He is the W (Contractor, gent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th!,� n 1 Z S W day of 4404VA1N, 20 06 �otafy�Public Signature of Applicant VICTOR STARSIA Notary Pubfic,State of NOW.YC* tJo.02ST6064899 Quai'fied In New YO(k Commission Exnires Dec.16.2006 ...,, - � .fi��g� ii�: �� ii• ai' ice;• � �r- 6 _ s~ AV �. . -� ;�• Svc w .-• . Board Of Southold Town Trustees h SOUTHOLD, NEW YORK �y • `. � � . . A.t y .. h � DATE: 12/17/03 ' �? PERMIT NO. ...� b •• } SANDRA SCHIPOONT � c ISSUEDTO .....................I................... . .... ..................-.......-............ Ant t��#tart � y :. * Pursuant to the provisions of Chapter 615 of the Laws of. ; y the State of New York, 1893; and Chapter 404 of the Laws of the ;. State of New York 1952; and the Southold Town Ordinance en- titled .."REGULATING AND THE PLACING OF OBSTRUCTIONS ,. IN. AND ON TOWN WATERS AND' PUBLIC LANDS and the + REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.:: and in. accordance with the Resolution of The Board adopted at a meeting held .on .-.Dec.......17J, 2003 _ and in consideration of the sum of ...._....... paid by � }Sandra Sch aant ----•- ...p......... ......................... .^N. ................................:.. ...... Sou thotd of .......................................................................................... N. Y. and. subject to the Terms and Conditions listed' on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: .. �?W e t2a.nd PeAm.ct to co utAuct a second-Ato an addition to the ex i"st i ;. kt� zing&-6am-ity dwetti-ng, with the condition dnywet z S gutte)us ace �instatQted to contain the hoot' -hu.n-aj j, and a tine o6 .ataked hay ba. a .cis ptaeed at :she top oA the b&6 dun i,hg co►vtcuct,0 „ and all in accordance with the (letailed specifications as presente in r the originating application. a.d depiceted on the pta.n pupaxed by Jonathan S. 1=od en AIA tag d��d g1281 IR WITNESS WHERE01~, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. cm • r Mar•2.9 . 2006'. ! 3;42PM No • 0379 P • 2 James F:King,President ���� ®Ul�� Town Hall Jill M. Doherty,Vice-President �O �0 ` .58095 Rpute ZS P.O.136x 1179. Peggy A.Dickerson Southold,New York 11971-0959. �ll °' � ! _ 1 ' • �O� Telephone(631)765-1892 „ 7 ,bn llol apfe'1 c®um Fax(631)765-6641 BOARD CIF.TOWN TRUSTEES --r..._ TOW Al OF SOYITHOLD March 22 ;2006 David Howell 200 Park Avenue South, Suite 1518 New York.,,N.Y. 10003 RE: DEERA LACHANCE 630 iRUCH LANE, SOUTHOLD SCTNM# 52-2 26 Dear k1or.-:Howell: The fo3!wring action was taken by the Southold Town Board of Trustees at their Regular Meeting held on.Wednesday, March 22, 2006: RESOLVED, that the Southold Town Board of Tn stees APPROVE the Amendment to. Permit# 5845 to include the renovation of the first floor with a 5'x. 16' extension onto.the existing.house, and as.per plarls last revised February 23, 2006.. This pro.i-4 will need a final inspection. This is rota determination from any c�her ayenc,. If you have any questions, please call uur office at (631) 765-1892. Sincr;i•Ay, James F.. ng President,13oard of Trustees Nov 17 04 Oe: 14a Queene Fost'e,r.- 914 478 0041 p. 1 / DF1f���i a i`8101 y0rk Stale Department of Conservation Division or Environmental Permits, Ragion One .. Building 40 -SUl`!Y, Stony Brook, New York 11790'2356 Phone: (631) 444-0365 FAX: (631) 444-0360 �u� c 'av'iV1V.GeC.ji c.iiy.tl5 . � ... Erin M.Crotty _ 1 Commissioner __ — -- LETTER OF NO JURISDICTION November 24, 2003 1 S,andy_Schpoont: 128 Lincolh,.Place Brooklyn, New York 11217 Re: Application #1-4738-02145/00003 Schpoont Property, SCTM #1000-52-62-26 Dear Sandy Schpoont: Based on the information you have submitted, this [department has determined that: The property landward of the topographic crest of the dune as shown on the survey prepared by John C. Ehlers dated August 21, 2003, is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlarid:; Pegulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no con;:truction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands u+> dictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all i r cautions are taken to prevent any sedimentation or other alteration or disturbance to t -:e 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 juri: d;cfi:onal boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary -`:?ace, barrier, or hale bay berm. Please be further advised that this letter does not re. ieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Mark C. Cairrara Permit Administrator cc: Jonathon Foster MHP file 01/24/2005 14:.30 631427029.7 _ARCALHEK ARCHITECTS PAGE 2 GYP-+I+N .I B�JARD - 9d HM(F/�G7ttl P PSOARV gyp.PIVE1S... PER SirF'RORr. SWATHINE PlAuONAL BOA PER 5+.taP00Rr JrX -OR I•XBr Lam-az mom FLOOR SHEATHING,: Od bra/12T-fB.D STIa(AGTtrRAI-PAWLS' I-olz Lt56 � &REATE2 THAN I pER SWF0fzr 51 EATHIN6 2-Bd : Pm cp10127 DIi1BONN- 8CJ I x6.OR IrX$r 3-Bd ARE BASL�ON f�W-1 yf�ATHIN&NAILM 6'04-AT THE PANEL��19 1 NAILpa REfUREKWM OR ALT HATE 1F IKAGL&*E4TWN6 IS NA 3TRL0.6. AL�h 1-BE pa"Elll� � " rORS�pop fiNALL BE fJ!` V LTD kIA1NTAIN.THE LOAD PATH .. TEPI M3', HE T TAL"ATED*QF Cow 2 yKN+1AW-L yfIFJ1TiYYtd615 G . EPLACW TO h16d NAIL FWa FG10r IC - NAILS SNAILE PERIVTTi�To ro Be R GO ¢p51pN R lSTANr ll 61 NEB ROOFING NA"ANU 16 GUI STAPLES Also fiITTH7, . ler FOR Arm CLIMATIC AND GEOGRAPHIC DESIGN.CRITERIA ME�HEIw c SUBJECr TO DAMAGE FROM WWI SJ Fla FUND WIND SEISMIC . FRCSTLINE ATE REQUIRED HAZ41 DESIGN DEPTH TERMITE DECAY SNOW 1rE5 3PEE0 MPH CRITERIA WEATHERING M to H 5 to M ll LQAD G V-4' 43 P5F 'WIND ANAL YSI S HIG1-� , MISCELLANEOUS PROJECT DATA &V R >�Ne sow r 19» •-- LOCATrdl. ��,►�n MW Z � e E haEAN ROOF{f16N1. MANUAL Yt W FRAME CONBTR . E T A I L AI.C�ORDIHB WITH, FOR 1 a 2 srORY . DESIGN .. . - .. CHAPTER 9 PRE ROOF RAFTER/TRUSS TO.TOP PLATE CONNECTION J 526+PFjt TABLE 39.. DE.0)+ad GOi`MION NAILSPER TABLE 3.5A lF'ROAR C. �fcENNFI0 Fit R . a WALL TO WALL CONNECTION A�s SAIL FOR c4oMGGrIONIR15! . 11B1Q _ .f6Oe P62 TABLP 3.3 . (PRVIVEAel° b (5)Wd Lpp*40N MAC F 44 : AGH B 17 F Iti OF W x 20& EE STRAP WALL ASSEMBLY TO FOUNDATION CONNECTION marrow PER TABLE 3.413 (I'ROVI.VE(3)#ed COl�M ON NAIL AGH HD OF 1-1/4'X 20&ACE 57PAP WE ELEVATIONS FOR LOGAT . (PR01/IDE"-VIA.AW4 0R T5!61-0`OL. PER TABIF 3 2@ •6',J'OL.AT WITFNN 13L0'OF ALL 60#2Nf325 SEE 8�01"6 MOW ALL INTERIOR ZOI�LOGA 5�anat MORE ALL 1MfRIOR Z�Lc!:A PROVIDE 5/0 VIA ANGFIQR 15 Pg2 TABLE 3.7A a 3'-01 oxa. S Permit 307 ended T A � L AI LINO 5C. HF_ ' ul-- �' SGaLE�' 'NO ac.aLE i Arcalhek mom ARCHITECTS PC. 356 NEW YORK AVE. HUNTINGTON, N.Y. 11743 (631) 427-0295 FAX 427-0297 February 23, 2006 The Town of Southold 53095 Main Road Southold NY, 11971 Re: Concrete and Framing Remediation 630 Ruch Lane Southold NY, 11971 To Whom It May Concern: Upon the contractor's inspection of the existing foundation, it was found that there was no footing below the existing block foundation wall. 2'-0"X 2'-0"X 114"deep concrete piers were installed at all corners and all load bearing points. Refer to drawing A-1 for new pier locations. Further inspection found extensive termite damage at the south and east walls resulting in their replacement as per NYSBC. Refer to drawing A-2 for wall locations. The existing building footprint and window configuration remains as per the approved drawings. Si .., Ttl „ .wj111 ymd a SO(/jyo! o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 oly10OUNN BUILDING DEPARTMENT TOWN OF SOUTHOLD March 2, 2006 Ms. Debra LaChance 39 Vestry Street—Apt. 5B New York,NY 10013 Re: Premises @ 630 Ruch Lane, Greenport,NY SCTM#: 1000-52-2-26 Building Permit#31751 Dear Ms. LaChance: You are hereby notified to stop all work at the above referenced premises until a number of issues have been addressed regarding the scope of the work being performed on your property. On February 22, 2006, it came to our attention that you had gone beyond that scope of work allowed under the above referenced permit. After issuing a verbal stop work order, your builder submitted plans to this office (2/24/6)to reflect the changes in the scope of work. However, the stop work order was not lifted and it was explained that it would not be lifted until this office conducted a complete review of the amended plans. Since that time, it has come to our attention that construction has continued and an official stop work order is being issued. We have completed a full review of the new plans submitted to this office and an amended permit will not be issued until the following is submitted to this office: 1.) Approval from the Southold Town Zoning Board of Appeals (ZBA): During the initial review of your building permit, your architect was informed that any work done to the "bump-out" on the southeast corner of the existing house would require a variance from the ZBA. As a result, your design professional agreed to maintain that section of the house until a later date. Unfortunately,because that section has been removed and is now under construction a variance is needed and no work can continue until that variance is granted. 2.) Approval from the Southold Town Board of Trustees: We have met with the trustees and determined that you have gone beyond the scope of the permit issued to you by that office. As a result, you may not continue any work until that existing permit is amended to reflect the changes made to the project. In order to obtain a variance for this project,please submit a check in the amount of$35 so that we may issue a notice of disapproval. You may apply to the trustees directly. If you have any questions,please feel free to contact this office at(631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m. Re c 11 s, • Aut o ' ed Signature CC: File MIAR 2 9 ; -4. D Arcalhek ARCHITECTS P.C. 356 NEW YORK AVE. HUNTINGTON, N.Y. 11743 (631) 427-0295 FAX 427-0297 March 27, 2006 Mr. Michael J. Verity Chief Building Inspector SOUTH TOWN HALL 53095 Main Road Southold,NY 11971-1179 Re: 632 Ruch Lane Southold NY 11971 Dear Mr. Verity, As per your request I am enclosing two sets of construction documents of the LaChance Residence located at the above referenced location. We were successful in getting The Trustees re-approval on the amended design at the March 22, 2006 meeting. We look forward in getting your re-approval so that we may continue construction. Sincerely, Raym d i Mar .29. 2006 3 :41PM "' No.0379 P. 1 davidh • - jgr Date: March 29, 2006 ......... ............ ------------------.......... To: Michael.Verity Company: Town of Southold Fax: -.(631) 765-9502 .From: Antony Martin cc: . .......---------- Pages: -2 (including cover)............_— Reference: 630 Ruch Lane—Amended Tnistee Permit •-•-• . -------......... .........._..- -------..... Michael-find attached notice of approval from the Town Trustees. Please advise when we can expect the approval to stet work again. Thanks for your help. Antony David Howell Design 200 Park Avenue South#1518 New York, NY 10003 Tel. 212.477.7700 Fax. 212.477.0149 Smith Suite E 40. Southold Town Building Department 54375 Main Road Permit#: 34343 Southold,New York 11971 Permit Date: 12/12/2008 (631)765-1802 �tQl ,��oiit$ Expiration Date: 6/12/2010 Parcel ID: 52.-2-26 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/19/2011 Applicant: DEBRA LACHANCE Location: 630 RUCH LA. GREENPORT, N.Y. 11944 Work Description: RESIDENTIAL ALTERATION ADDITIONS AND ALTERATIONS TO A ONE FAMILY DWELLING AS APPLIED FOR. A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DEBRA LACHANCE Address: 120 BOND STREET BROOKLYN, N.Y. 11217 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, 5OUTHOLD TOWN BUILDING DEPT. oS�ppdt, Southold Town Building Department Permit#• 34343 Gyp 54375 Main Road ' Southold,New York.11971 Permit Date: 12/12/2008 o (631)765-1802 Expiration Date: 6/12/2010 Parcel ID: 52:2-26 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/19/2011 Applicant: DEBRA LACHANCE Location: 630 RUCH LA. GREENPORT, N.Y. 11944 Work Description: RESIDENTIAL ALTERATION ADDITIONS AND ALTERATIONS TO A ONE FAMILY DWELLING AS APPLIED FOR. A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DEBRA LACHANCE Address: 120 BOND STREET BROOKLYN, N.Y. 11217 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. f dhd i architecture J design PLLC 200 park avenue south suite 1518 new york ny 10003 p 212 477 7700 J 212 477 0149 S www.davidhowell.net i. !t E Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 i I i September 13,2010 i i Re:630 Ruch Lane - E r I Dearsouthold Building Department: s E r I,David Howell, hereby certify..to the Department of Buildings of the Town of Southold that I have E inspected the above locations; I have supervised the preparation of the building plans as per State I Education Laws;and I have determined to the best of my professional knowledge and belief that the structural elements are safe and that the foundations,framing,windows, roofing,siding, high wind strapping,insulation, and plumbing were installed in conformity,with the filed building plans,the New York Residential Building Code,and generally approved construction practices. i If you should have any questions, please do not hesitate to contact me. .BEAD ARC' Regards, �a�OPv\� KO lvF `�� {. i David Howell ` 033591 O I I i i I 10/23/2007 15:30 6463368395 PAGE 01/02 Oct. 23. 2007 1:►t3 PM.r No. 2456 P. 1 Board of Trusteem. AppliCation AUTH0xiSAT:LoN (where the applicant is not the owner) xesidi..ng ar ( �.Q .. ► '- .. (print owner of property) Tma 1.ing adtdieis- ) - 9 do hereby authorize Ra bAff �!� L t (Agent) P f.0�1��. 1" j'6 f 1�� • ,—ta apply for permit(s) from the Southold Board of TOWn Trustees on my belalf.. owner's s� ature ( gn ) ' F B ' 10/23/2007 15:30 6463368395 PAGE 02/02 Oct. 23. 200712:59PM No. 2455 P. 1 To: Southold Building Department From: Debra LaChance Ike: Permit#31751,630 much rd Greenport Data: 10/23/07 This letter is to request a 6-month extension on permit#31751 in order to obtain the final CO. Also I am authorizing Robert Lehnert at Peconic Permit Expediting to act as my agent Thank you for your consideration and should you hava any questions please feel free to call me at 917-600-3724 Sincerely, Debra LaChance F. 't' L JF. i architecture design PLLC 200 park avenue south i suite 1518 new york ny 10003 p 212 477 7700 1 212 477 0 14 9 www.davldhowell.net E • 4 Southold Building Department Town Hail Annex Building 54375 Route 25 P.O. Box 1179 ' i Southold NY 11971 l I r f September 13,2010 E Re:630 Ruch Lane k I Dear Southold Building Department: f I,David Howell, hereby certify to the Department of Buildings of the Town of Southold that I have inspected,the above locations; i have supervised the preparation of the building plans as per State Education Laws; and I have determined to the best of my professional knowledge and belief that the structural elements are safe and that the foundations,framing,windows, roofing,siding, high wind strapping,insulation,and plumbing were installed in conformity,with the filed building plans,the New York Residential Building Code,and generally approved construction practices. f If you should have any questions, please do not hesitate to contact me. f is Regards, �a�OPv�O1grFy�j� ` Q 4 Or David Howell O38 59"1 �p F Niis`� I i i i SOUTy�� , Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUNTY,N BUILDING DEPARTMENT TOWN OF SOUTHOLD June 11, 2012 Debra LaChance 120 Bond St Brooklyn, NY 11217 l RE: 630 Ruch Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) .WITf-ustees 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: . 36666 —Addition/Alteration J. f TOWN OF SOUTHOLD PROPERTY RECORD CAR OWNER STREET / .- VILLAGE DISTRICT SUB. LOT 0.rh 0 M CCO Lc ?C . ,.D -Sc- �z - L FORbt R OWNER,-- N E ACREAGE S W TYPE OF BUILDING RES. SEAS. I VL. FARM comm. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS eA � c-) o— 8I bG GOI, D I ON Z� NEW NOR AL BELOW AB VQ E Q, 2 Farm Acre Value Per Acre Value Tillable 1 Tillable 2 �- Tillable, 3 a� a Woodland Swampland Brushland House Plots Total f� PPOP �r�dia Uj r x El WN Interior Finish Rooms I st Floor ism x��� {f'+"`Kt".�,i�lt�'5..3>,_ t��EyyYi.�� ,..t �,- � ��. x �•g +er�R a: t r�y.1�SM. p, yc '+rn�F,�a4k•'ns.J�.'-s'• ..C.�Kx.,.??�_v. .i ;:1:. r�. .i-.::r..J`''.3�^"s..i ..�'��,}..+.3�rJ1`.�..!.•�.i, ��■■�••�■� ■■■■■■■■■■■■■■■■■■■ No. Issued To Date 1 OWNER 12/19/05 22'-0"HOLD 2'-4' L 17'-4" 2'-4" 4'-4 1/4" E UNDOW B'-7 1/2' WNDOW f V-4 1/4" No. Revision Da e 1 DECK DELETED 1/23/0 B-B A4 j r I I WALL TO ALIGN WITH EXISTING BELOW i LINE OF ROOF OVERHANG M I I I (2) 2X10 (2) 2:10 ] BEDROOM 2 ,� � I I a 2 X 12 C.J. I� 2 X 22 David 0 16" O.C. ®16"O.0 2, °" '2'-„ '/" Howell I , X Design ■ ■ ■ N® .............................._..._...._...--... w 200 PARK AVENUE SOUTH NEW YORK, NY 10003 (212) 477-7700 sD I I FAX (212) 477-0149 I EMAIL: DAVID®DAVIDH0WELL.NET U 3 1/2"X 14" M.L IqL LANDING • ♦ • ♦ • 20 [F[I It SD I X I I N Arcalhek O 13 1/2° X IV M—I. RIDE ARCHITECTS, P.C. j GAS 31 [; O FIREPLACE 356 NEW YORK AVENUE I` HUNTINGTON, NY 11743 20 I (631) 427-0296 (I !I 42"PLASMA TV I FAX (631) 427-0297 9 EI X EmROOM - - EMAIL: ARCALP,Ei{@CGNVERSENT.:;E:' I (:PO 3 1Lz" x 12.M.L. -. a ( Il ci 0. Q�S�_ 25 I — o x - -FLY OUT ¢ FASCIA (' N LINE 8' �'•••:::: X N 26 FRAMELESS GLASS LaCHANCE 3 1/2' X 12"M.L. BALUSTRADE N RESIDENCE 30 8 27 29 — n St I I I 630 RUCH LANE SOUTHOLD, NY 11971 FRAMELESS GLASS • ♦ • ♦ • I I BALUSTRADE I FIRST FLOOR & I i I SECOND FLOOR I j PLANS I I I I ' I 6-B � 1 q4 I 05-043 These plans are S-41/4" 4'-01/4" 4'-01/4" 2'-7" 2'-0' 2'-9" S-31/4" an instrument of service and E WNDOW f DOOR f WINDOW E VANDOW eWNDOW E WNDOW are the property 15'-11 3/4' s'-01/4" of the Architect. Infringements 22'-0" L will be Proj. prosecuted. Date SECOND FLOOR l /� 12/19/05 As Drawing No. Amended Set NOTED Permit # SEC 0 N D F L 0 0 R P L A N A I SCALE: 1 4" .= 1'-0" Scale f ,,I 4 i SURVEY OF PROPERTY 51TUATE: ARSHAMOMAQUE N TOM 5OUTHOLD 51JIFFOLK COUNTY, NY W e � E SURVEYED 05-21-03 PROPOSED ADDITION 10-22-03, II-04-05, 12-IS-03 REVISED ADDITION 10-13-2004 SUFFOLK COUNTY TAX # s 1000-52-2-26 CJERTEE92D TO: Sandra L.Schpoont Steven D.Axehod Commonwealth Land Tide ksurance Company 6 �S. .X �'phis (�6Y� of �00J r w � r cy©Q i r aJ0 Q A i i �J 0� 0Q, Q r �0�0� ,p p� a ul O \ 0� 1� SOS Oh y l' R o V�c°y - ovy `��q SE se +u m 0� .of � pt � e U SSA •• U �t qF y - v o. _sn .� 27 o� NOTES: MONUMENT FOUND f 1 wtHorlmad alterattrm agadditlan a wrvey map bearing o 1111111d land zurveyorb seal Is o 7 y " violotlon of sere an iaoa.�o-a vls on�,of the p PIPE FOUND 't �» 'Only copms from tro orlgNol of Ws wrvey \ - marked nitn an or19-1 of the land se.,eyar§ {� `4;R stanpatl Seal eln I be consW—d to L»valid Wa aaptes WELL LOGATION PROVIDED BY OTHERS • •' S,z";" �'.� .. r�� � •certmwuons Iwtoeea hereon sk3,lry else Wz ' r i 5. C wrvey nos prcporcd H accoraonca nitn Mo ex- 1 ,+ tNg Lode of Practice For Land 5imvcys adopted Ma Nen York State Assoc atlon of Praiassioral Land 5vrveyon. Sold certlff—U-s zhall rvn only ELEVATIONS REFERENCE NGVD'2q w` a person for nhom the wrvey s�eped, �� :fi'v"Cyi: :.` •r-%.. aid on Hls xnolf to tno ntle compo,y,g e n ZONED R-40 "r I" of agency lend g instlWllon Ibted�ereo,o e "`��'-. to lHe assignees of flee lending h9tlWtion. GertlFlca- tlons are ro!transferable!o addltbwl-tiwtbn AREA = '7,g83 sf or 0.15 ocrea JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPH I G SCALE I I'= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp serveAd\PR0S\03-238.pro w y Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: \\Arcalhek-server\ARCALHEK SERVER\Arcalhek Server\Residt05\LaChance\lachanceencrgcalc.rek PROJECT TITLE: LaChance COUNTY: Albany STATE: New York HDD; 6894 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.08 DATE: 01/23/06 DATE OF PLANS: 01-04-06 PROJECT DESCRIPTION- 05-043 630 Ruch Lane Southold, NY 11971 DESIGNER/CONTRACTOR: �___----- Arcalhek Architects F A� 356 New York Ave. `��P tA ALi Huntington, NY 11743 COMPLIANCE: Passes Maximum UA= 137 ' Your Home UA=-127 7.3%Better Than Code(UA) 6 0 Gross F .NEB i Area.or Cavity Co tr or oor Perimeter R-Value R-Va -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 568 30.0 0.0 20 Wall 1: Wood Frame, 16" o.c. 843 15.0 0.0 60 Window 1: Wood Frame:Double Pane with Low-E 66 0.340 22 Floor 3: All-Wood Joist/Truss:Over Unconditioned Space 568 21.0 0.0 . 25 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. F R Builder/Designer Date COPPER ROOF SHINGLE SYSTEM PART 1— GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Copper Roofing System. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division-I Specification Sections. B. Product data including metal manufacturer's and fabricator's specifications, installation instructions, and general recommendations for roofing applications. Include certification or other data substantiating that materials comply with requirements. C. Manufacturer's Installation Instructions: Provide published instructions that indicate preparation required and installation procedures. D. Shop drawings showing manner of forming,joining, and securing copper roofing, and pattern of seams. Show expansion joint details and waterproof connections to adjoining work and at obstructions and penetrations. 1.4 QUALITY ASSURANCE A. Installer: A firm with 3 years of successful experience with installation of copper roofing of type and scope equivalent to Work of this Section. B. Industry Standard: Except as otherwise shown or specified, comply with applicable recommendations and details of"Copper in Architecture Handbook" by Copper Development Association(CDA). Conform to dimensions and profiles shown. C. Wind Uplift: Provide roof assemblies meeting requirements of UL 580 for Class 90 wind uplift resistance. D. Mock-Up: Before proceeding with final purchase of materials and fabrication of copper roofing components,prepare a mock-up of work. Incorporate materials and methods of fabrication and installation identical with project requirements. Install mock-up at roof area location directed by Architect. Retain accepted mock- up as quality standard for acceptance of completed copper roofing. If accepted, mock-up may be incorporated as part of copper roofing work. i 4 P- 1. Provide mock-up of sufficient size and scope to show typical pattern of . seams, fastening details, edge construction, and finish texture and color. E. Design roof assembly to conform to the requirements of ASCE 7-782, Minimum Design Loads for Buildings. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering materials that may be incorporated in the Work include, but are not limited to,the following: B. Manufacturers: Subject to compliance with requirements,provide materials by one of the following: 1. Revere Copper Products, Inc. 2. Zappone Manufacturing 2.2 MATERIALS A. Copper Roofing System: Copper shingle complying with ASTM B 370 temper designation, and as follows: 1. Available in a copper shingle that measures 15"x 9-1/8",with an exposure of 14-1/2"x 8-1/8". The copper shingles are packaged 62 pieces to a carton and a carton covers 50 sq. ft. The nailing.flange contains two holes for the fasteners. B. Miscellaneous Materials: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants and accessory items as recommended by copper sheet manufacturer and fabricator for copper roofing work, except as otherwise indicated.- C. Expansion Joint Sealant: For hooked-type expansion joints, which must be free to move, provide nonsetting, nonhardening, nonmigrating,heavy-bodied polyisobutylene mastic sealant. D. Paper Slip Sheet: Minimum 4-lb. rosin-sized building paper. E. Accessories: Except as indicated as work of another specification Section,provide components required for a complete roof system, including trim, copings, fascias, ridge closures, clips, seam covers,battens, fleshings, gutters, louvers, sealants, gaskets, and closure strips. Match materials and finishes of roof. 1. Sealing Tape: Pressure-sensitive 100 percent solids polyisobutylene compound sealing tape with release paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape. 2. Joint Sealant: One-part elastomeric polyurethane, polysulfide, butyl or silicone rubber sealant as recommended by the building manufacturer. Refer to Division-7. w ti F. Bituminous Coating: Cold-applied asphalt mastic, SSPC paint 12, compounded for 15-mil dry film thickness per coat, except as otherwise indicated. Provide inert-type noncorrosive compound, nominally free of sulfur components and other deleterious impurities. G. Roofing Felt: Asphalt or coal tar saturated felt weighing not less than 301bs per 100 square feet. H. Fabric Underlayment: Manufacturer's standard nonwoven polyester fabric marketed for use in cold-applied single ply roof systems weighing 6.0 oz. per sq. yd., white, nonswelling, rot and mildew resistant. 1. Product:, E-6-N Rufon Fabric; Phillips Fibers Corp. I. Nails: Copper or hardware bronze, 0.109 inch minimum not less than 7/8" long barbed with large head. - J. Screws &Bolts: Copper,bronze or brass. K. Cleats: 16 ounce cold rolled copper. 2" wide x 3" long. L. Solder. ASTM Specification B-32, Composition 50%tin and 50% lead. 60/40 tin/lead for lead-coated copper. M. Flux: Muriatic acid neutralized with zinc or approved brand of soldering flux. N. Rivets: 1/8" - 3/16" diameter, with solid copper mandrels and washers. PART 3-EXECUTION 3.1 COORDINATION A. Coordinate copper roofing with rain drainage work, flashing,trim and construction-of decks,parapets,walls, and other adjoining work to provide a permanently leakproof, secure, and noncorrosive installation. 3.2 PREPARATION A. Clean surfaces to receive copper roofing. Substrate to be smooth and free of defects. Drive all projecting nails or other fasteners flush with substrate. 3.3 INSTALLATION A. Manufacturer's Recommendations: Except as otherwise shown or specified, comply with recommendations and instructions of manufacturer of copper being fabricated and installed. B. Separate dissimilar metals by painting each metal surface in area of contact with a bituminous coating,by applying rubberized asphalt underlayment to each metal surface, or by other permanent separation as recommended by manufacturers of dissimilar metals. C. Install underlayment and paper slip sheet on substrate under copper roofing to greatest extent possible unless otherwise recommended by manufacturer of sheet metal. Paper slip sheets must be installed over the underlayment. Use adhesive for temporary anchorage, where possible, to minimize use of mechanical fasteners under copper roofing. Lap joints 2" minimum. D. Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments, integral flashings, and other components of copper roofing to profiles,patterns, and drainage arrangements shown and as required for permanently leakproof construction. Provide for thermal expansion and contraction of the work, as indicated. Seal joints as shown and as required for leakproof construction. Shop- fabricate materials to greatest extent possible. E. Sealant-Type Joints: Where sealant-filled joints are used, embed hooked flanges of joint members not less than 1" into sealant. Form joints to conceal sealant completely. When ambient temperature is moderate at time of installation, 40 deg to 70 deg F (4 deg to 21 deg C), set joint members for 50 percent movement either way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant-type joints at temperatures below 40 deg F (4 deg C). Comply with requirements of Division-7 "Sealant" Sections for handling and installing sealants. F. Fabricate and install work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool marks considering temper and reflectivity of metal. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. Except as otherwise-shown, fold back sheet metal to form a hem on concealed side of exposed edges. G. Conceal fasteners and expansion provisions where possible in exposed work, and locate so as to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation'. H. Tin uncoated copper surfaces at edges of sheets to be soldered, for a width of 1- 1/2", using solder recommended for copper work. Where surfaces to be soldered are lead-coated, do not tin the edges,but wire brush lead coating before soldering. 3.4 CLEANING A. Remove protective film(if any) from exposed surfaces of copper roofing promptly upon installation. Strip with care to avoid damage to finishes. B. Clean exposed metal surfaces of substances that would interfere with uniform oxidation and weathering. 3.5 FINISHING A. To retard natural weathering, apply a uniform coating of high grade paraffin oil, or a clear lacquer coat. 3.6 PROTECTION A. Provide final protection in a manner acceptable to installer that ensures that copper roofing is without damage or deterioration at time of Substantial Completion. #,****,,, Revere Copper Products, Inc. -FreedornGray Tips & Techniques r it .ea0i • REVIM For Tech Support- 1-800-448-1776 ext. 2674 or 2707, Outside US 315-338-2022 V+ For pricing estimates contact Larry Stearns at 1-877-674-4645 Underlayment Second Course Surfaces to receive Revere Copper Shingles are covered with Additional courses begin by placing joint pans at location of approved underlayment. In absense of local code vertical shingle joints. Regardless of pattern or embossments, requirements, this may be two layers of Type 15 or one layer shingle end should be offset at least 12"from a vertical joint Type 30 felt applied to the field of the roof. In areas subject in the course immediately below. to snow and ice build up (eaves, valleys, behind skylights, etc.) use self sealing membrane (bituthane) or two layers of It - Type 15 felt applied shingle fashion and cemented together with roofing cement. Waterproof construction begins at eaves and continues up the roof at least 36" beyond the inside face of the exterior wall line. Underlayments are secured with staples or roofing nails without plastic caps. Eave and Rake Edge Strips E a strips must be of co When embossments are staggered one half tab (6") joint ave and rake edge p copper with Yz" pans are centered between nailing slots. projecting double folds. Inner flange extends onto the roof deck at least 3" and is secured with copper nails spaced not Gable Rakes more then 3"apart. Cut shingles at rakes to protect 1/2" beyond rake strip. Trim locks to form a trapezoidal tab from the lower edge to below the bottom. Pat First Course - Installation begins at location along the eave by locking a Bend tab down; set shingle in place and bend the tab around joint pan over the eave edgestrip. Center of the first joint pan rake projection to finish lock. should be at least 12" from a gable, hip or valley. A second joint pan is locked over the edgestrip 4" o.c. from the first. (On steeper slopes, securing joint pans by nailing through their upper edges makes installation easier.) Lower edge of the first shingle locks over both joint pans and edge strip; its sides should touch the raised ribs on the joint pans. Shingle is secured with five copper nails through slotted holes in its upper flange- one at each end and on the other `" side of each embossment. (It is not necessary to nail both sides of each embossment.) Nails are placed close to center Hips of slots and driven so shingle is held tightly to the under- layment but not so tight the flange is deformed. Cut shingles to finish within 1"of hip (shingles do not have to meet over hips) and finish hip with Hip &Ridge caps. Tabs are formed on the lower end of the first cap to lock over shingles at eaves and cap is secured with two copper nails. . . As an alternate, hips may be finished with custom copper hip itb caps or rolls. P i Continue placing additional joint pans, 4" o.c., and shingles. (If shingles are at least 50 degrees it is not necessary to provide a deliberate space between them; if temperature is below 50 degrees a 1/16"space will accommodate expansion movement.) CAUTION: Interlocking feature of Revere shingles allows less freedom to correct errors than a simple overlap. The first course must be installed P&MO • straight and true. u Revere Copper Products, Inc. -FreedomGray Tips & Techniques #f.#*►*« ,VET For Tech Support- 1-800-448-1776 ext. 2674 or 2707, Outside US 315-338-2022 For pricing estimates contact Larry Stearns at 1-877-674-4645 Ridges Chimney &Skylight Flashing Shingles are applied up to the ridge from both sides; last Weatherproofing skylights, chimneys and similar roof courses are cut to proper exposure and secured. Ridge penetrations employs Roof to Rising Walls and Roof to venting may be achieved with under shingle vents (up to 1" Adjacent Walls flashings. thick) installed according to manufacturer instructions. Ridge is finished with Hip & Ridge caps or custom caps, in manner Roof to Rising Wall described for hips.- -n Shingles are installed to within 1/2"of the wall. The last course is cut lengthwise to the proper exposure. A copper flashing is formed to extend over shingles at least 4"and up the wall 6". Yt * When "over the shingle" flange exceeds 6" or in areas of ,k severe weather, secure flashing to shingles with locking strip x� or cleats., r VJ Open Valleys �� Open valleys are flashed with 30" wide by 10' long copper sheets. Side edges of sheets are folded over 1/2"; 6 1/2" from folded edges. Roof to Adjacent Wall 5/8" wide double folds (locks) are formed the length of the A copper base flashing is formed to extend.onto the roof sheet. Flashing sheets are centered in the valley and secured (under shingles) at least 4". Its outer edge is folded over 1/2"; with 2"wide copper cleats 18" aprt on both sides. Note: DO not less than 3"from this edge 3/4" wide double fold (lock) is NOT NAIL SIDES OF VALLEY! formed. This flashing is placed against wall and secured with ft iE :; 2" wide copper cleats 18" o.c. along its outer edge. Shingles are cut to required length (to double fold plus 1/2"); lower and „777 _7 upper locks are trimmed leaving a trapezoidal tab. Tab is .r" turned under as a 1"' open fold. Shingle is installed with its ` - folded edge engaging the lock in the flashing, and secured with at least two copper nails. Upper ends of valley sheets are nailed to roof deck; lower lin:2-Lr ends lap over the sheet below at least 6". Shingles are cut to required shape and length (to double fold plus 1/2"). Lower and upper locks are trimmed to form a trapezoidal tab from t,rtw r, the lower edge to below upper lock. Tab is turned down and .�. under as a 1/2" open fold. Shingles are slid into place, folded edge engaging lock in valley and secured with at least two copper nails. Note: NAILS MUST NOT PUNCTURE THE VALLEY! Change of Roof Slope s " Change of roof slope may be accomplished by bending Revere t ` copper Shingles at the proper location. Alternately, a change of slope flashing is formed to extend over shingles on the lower slope at least 4"and under shingles on the upper slope " not less than 4". Often the flashings lower edge is turned under 1/2" to hook over a locking strip secured (soldered) to Bend tab down; set shingle in place and bend the tab'arounf the shingles, its upper edge. rake project. y N Zappone Roofing System Application Guide >4 01 Ai KtIM YM to � z 3 Y s g xr x � a ,MANUFACTURING Producing America's Premier Copper and Aluminum Shingles Since 1969 1 Table of Contents Subject Page Required Tools 2 Walking on Roof 2 Safety 2 Deck Preparation 2 Zappone Shingle and Common Accessories 3-4 Roof Jacks 7 Step-By-Step Application: 1. Roof Inspection 5 2. Starter Strip Installation 5 3. Underlayment Application 5 4.Valley Installation 5 5. Gable-End Installation 7 6. Shingle Application 7-14 7. Hip and Ridge Cap Installation 13 Note: This application guide has been prepared and is offered by Zappone Manufacturing as a service to professional contractors and the"do-it-yourself'homeowner with the assumption and caveat that common sense and accepted safety practices will be utilized. These procedures and techniques are not intended to substitute for any local, state or national building codes or safety requirements. It is highly recommended that the appropriate authorities be contacted for any requirements specific to the intended installation. As always when working with metal products, care must be given to avoid injury from cuts and abrasions.Also,working on roofs is inherently dangerous. It is recommended that the proper safety equipment and attire be worn. Zappone Manufacturing assumes no responsibility for improper installation,property damage, or personal injury that may result from working with this product and these guidelines. 2 Tools Zappone Roofing Systems are easily applied by both professional contractors.and "do-it-yourself' homeowners. This list of require tools is minimal and includes: Hammer Tin Snips. Tape Measure Hand Seamer Ladder Utility Knife Walking on Roof The interior of Zappone Shingle is a recessed area, the "shadow-cup", which rests flat against the deck. This eliminates the air space that makes other metal roofs so noisy and allows for walking on the roof when necessary. Be sure to stay within the recessed area of the shingle and do not walk on the interlocking edges. Safety It is impossible for Zappone Manufacturing to be completely aware of all local requirements in all regions. Therefore, nothing in this booklet should be construed as to be contrary to any required safety regulation, procedure or device. Good common sense must be utilized whenever one works on a roof or uses a ladder. Please contact your local authorities for safety requirements. Deck Preparation Depending on applicable local codes, a Zappone Roofing System may be installed over existing composition roofing. Care should be taken to remove any "curled" or uneven composition shingles and to provide as flat a surface as possible. The system may not be applied over existing wood shake, other metal roofing or over any roof that may prevent smooth and even application. These roofs would need to be removed from the deck prior to application of the Zappone Roofing System. The system requires "solid"decking (no spaced decking), an underlayment of minimum of No. 30 Felt and a minimum slope of 3:12. 3 1 Zappone Shingles and Accessories Zappone Shingle ZR-100/ZR-100C Available in copper and aluminum the shingle measures 15"x 9-1/8",with an exposure of 14-1/2"x 8-1/8". The .^ aluminum shingles are packed 124 pieces to a carton and ' a carton covers 100 sq. ft.The copper shingles are packaged 62 pieces to a carton and a carton covers 50 sq. �•g ft. The nailing flange contains two holes for the fasteners. - Starter Strip ZR-125 Produced in 8'lengths and applied at the eave edge. The starter strip doubles as drip metal and interlocks with the first course of shingles. Continuous Valle ZR-240 '� .` . Produced in 8 lengths.It interlocks with shingles to provide a leak proof condition. ~ Hip and Ridge Caps ZR-145 Sold per piece. Each cap has 9-1/2"coverage.Applied on both hips and ridges.A continuous ridge in 8'lengths for , commercial application is also available upon special request. End Wall ZR-135 Produced in 8' lengths.Utilized to flash the eave side of chimney, skylights, solar panels and other protrusions requiring enclosure at the roof's surface. Side Wall ZR-140 4 Produced in 8'lengths.Utilized to flash the ridgeside and gable/hip sides of chimney, skylights, solar panels and other protrusions requiring enclosure at the roofs surface. Gable End ZR-130 Produced in 8' lengths and applied to gable end/rake conditions. r Coil Stock ZR-150 50'xl6" coils available in aluminum and copper. 12" coils available in copper only. Touch-up Paint ZR-2160 4 Sold by pints and quarts and available in all Zappone aluminum colors.Applied to cover application caused by scratches and to y paint roof vents and other small protrusions to match shingle color. Alununum Nails ZR-164 Screw shank. Specify 1-1/4" or 1-3/4" Sold per pound. For use with aluminum product only. Copper/Silicon Bronze Nails ZR-164C �.. . Ring Shank. Specify 1", 1-1/4", 1-3/4"or 2-1/2"Solder per pound.For use with copper products only. Roof Vent Flashing ZR-155 to ZR-158 Available in aluminum and copper. Specify 1"to 1-1/2",2" to 2-1/2" 3"to 3-1/2" 4"to 4-1/2". � sOKF � Hand Seamer y ZR-200 . Hand operated tool for creating bends in metal shingles when - P g g _. al needed for installation with valleys,gable ends and side wall. 5 Step-by-Step Application Step 1. Roof Inspection Roof must have a minimum slope of 3:12 (Fig. 1). Deck must be solid with a minimum thickness of 1/2" for plywood or 7/16" for wafer board and applied in accordance with manufacturer's specifications. If an existing roof is being covered, eliminate all curled and loose shingles,bumps, buckles and anything that might interfere with the smooth application of the Zappone Roofing System and the interlocking mechanisms that provide the water-tight characteristic of the Zappone shingle. Caution: Prevent Electrolysis. Use care to prevent any dissimilar metals or corrosive nonmetallic materials from coming into direct contact with the metal shingles and accessories,particularly in area that may become wet. Do not allow water to flow from dissimilar metals to the shingles. Step 2. Install Starter Strip Install the starter strip along the eave edge by nailing 6" on center and keeping the strip straight.At adjoining sections, notch nailing flange back one inch from end(Fig. 2) and overlap the preceding starter strip. Nail within 1"to 2" of eave in a zig-zag pattern. (Fig. 3) Step 3.Apply Underlayment - Apply an underlayment of No. 30 felt. Underlayment is required when covering an existing roof as well as when installing on bare deck. Start at the eave edge and roll felt parallel to eave edge, making sure the starter strip upper flange is covered. (Fig. 4) Continue to apply and overlap felt as recommended by the manufacturer. Some local codes require a second layer of felt or a thicker underlayment at the eave edge to a point beyond the bearing wall. Contact your local authorities for the requirements in your area. Step 4. Install Valleys Install the continuous valley so that it covers and extends slightly beyond the starter strip. (Fig. 5).Nail 10 on center in nailing flange. When more than one continuous valley piece is required, overlap the upper piece over the lower piece by 3"- 6" and seal with mastic. (Fig. 6) If a valley intersects a ridge, cut and bend the continuous valley so that it overlaps the ridge. If two valleys meet at a ridge, cut and bend the end of both valley pieces so that the first overlaps the ridge and the second valley piece then overlaps the first valley piece. 6 17 e - r �. s a. >y y �. Ffg.,t `a�z hynxim Fr a e � r �.. a+ aAL�. "z.. f All :'. #�n 7 Step 5. Install Gable End Install the gable end overlaying the starter strip. (Fig. 7) Place the fascia leg firmly against the gable-side fascia and fasten by nailing 10" on center in the nailing, flange. When placing_A number of gable-ends in succession you may either butt the pieces together or notch(Fig. 8) and overlay the pieces. (Fig. 9) Step 6a. Shingle Application Install shingles from left to right beginning at the lowest left-hand corner of any area to be covered.When working with a gable style roof, trim the first shingle to remove the left side tapered lock and notch the nailing flange and butt 3/4". Using a hand seamer, make a 90 degree downward bend creating a 3 /4" downward face on the left side of the shingle. (Fig. 10) Place this face into the receiving slot of the gable end and lock the butt of the shingle into the starter strip.Press the shingle firmly upward and fasten by nailing through the holes provided in the nailing flange. (Fig. 11) When working with a hip style roof, trim the first shingle diagonally so that it aligns with the center of the hip. Lock the shingle butt into the starter strip, press firmly upward and fasten by nailing through the holes provided:in the nailing flange. Whether gable style or hip style, continue applying shingles left to right,placing tile projecting tab on the upper left of each shingle into the corresponding groove on the upper right of the preceding shingle. Rather than continuing each course the full length of the roof, after installing five or six shingles work upward within your reach by beginning three or four more courses. Work this pattern from left to right adding more upper courses as you work farther to the right. (Fig. 12) To set the splits appropriately, start the second course and then each alternating course with half a shingle. (Note:-When trimming shingles, most remaining pieces can be used later. Try to save them in a box separate from the scrap) A Word About Roof Jacks The Zappone shingle can easily be jacked, if necessary, on steep roofs. First, secure the Jack to the deck in accordance with manufacturer's specifications, then roof over the jack. Make two cuts in the hook of the shingle's butt equal in distance to twice the width of the'jack. Bend the bottom portion of the hook between the cuts upward to allow jack to protrude from beneath the shingle. To remove,push upward on the bottom of jack until it slides out from under fasteners and pull out from under shingle. Re-bend straightened portion of the hook and lock into place. 8 y 4 � 3 3 � 'rf i r � Fig, l,].. ig.12, 9 'J 6b. Shingle Application at End of Course When ending a course at a gable end, lay the last shingle in place extending over the gable end and make a mark on the shingle at a point 3/4" beyond the gable end. Trim the shingle at this mark and create a downward face on the right side of the shingle by notching the nailing flange and butt and bending tile remainder as was done on the first shingle starting at a gable-end. Place the downward face into the receiving slot of the gable-end piece, lock the butt of the shingle firmly in the starter strip and fasten in place. (Fig. 13) When ending a course at a hip, lay the last shingle in place extending over the hip and make a mark on the shingle at a point 2"beyond the center of the hip. Trim the shingle at this point and at a diagonal matching the direction of the hip. Lock the shingle firmly in place and bend the portion that extends over the hip firmly down on to the deck and any shingle that may have been installed on the other side. (Fig. 14) The installation of the hip/ridge cap, described later, will conceal this procedure. 6c. Shingle Application at the Ridge When reaching the ridge, lay the last course in place extending the shingles beyond the ridge. Make a mark on the shingles at a point 2"beyond the center of the ridge and trim the shingles at that mark. Lock the shingles firmly in place and bend the portion that extends over the ridge firmly down on to the deck and any shingle that may have been installed on the other side.Again, the installation of the hip/ridge cap, described later, will conceal this procedure. 6d. Shingle Application at Valleys Coming into a valley: Lay the shingle which will transect the valley into place and make a mark on the shingle at a point 3/4" beyond the left valley "S" lock. Trim the shingle at.this point and at a diagonal matching that of the valley. Notch the right side nailing flange and shingle butt back 3/4". Using a hand seamer,bend the trimmed 3/4" 90 degrees downward. Measure 3/8" up the newly bent downward face and make a second 90 degree bend inward, toward the shingle. Lock this new under-fold into the valley "S" lock and nail shingle in place. (Fig. 15) For shingles running out of the valley, simply use the above process on the left side of the shingle. 10 yl � r _. ...,. 9 z ..� s x.-� tg k 'ref.� ¢ _ E N 3 j' i-1$, u, o J a ki¢ i S� 11 Step 6e. Shingle Application at Plumbing Vents Apply shingles from below up to the plumbing vent in normal fashion. Install vent flashing overlapping the shingles below the vent. (Fig. 16)Install shingles above the vent, cutting as necessary to ensure a tight fit around the collar of the vent. (Fig. 17) On low slope roofs, a piece of adhesive backed ice and water shield can be placed on the underside of the shingles that sit on the top (ridgeside) side of the vent. 6d. Shingle Application Around Chimney/Skylight/Dormer, etc. (Roof to Wall Conditions) Install end-wall and side wall pieces around the protrusion.Apply end-wall pieces to those areas below (eave-side) of the protrusion (Fig. 18) and sidewall piece to those areas on the sides (Fig. 19), and above (ridge-side) of the protrusion. (Fig. 20) Shingles Below Protrusion Trim shingles at the top to assure a tight fit when inserted into the end-wall channel. (Fig. 21) Fasten shingle to deck as closely as possible to the inside of the end-wall channel. Cover nail head with mastic and touch-up paint. Shingles to the Side of Protrusion Trim shingle so that it extends beyond side wall "S" lock 3/4". Notch back nailing flange and butt 3/4". Using a hand seamer, bend the remaining trimmed portion of the shingle 90 degrees downward.At a point 3/8"up this newly bent face, make a.second 90 degree bend inward,towards the shingle. This creates the "male" of an "S" lock. Lock the shingle into the side wall and fasten to the deck. (Fig. 22) Shingles Above Protrusion If the courses do not work out so that a full shingle can be used above the protrusion while keeping the course straight, trim the bottom of the shingle so that the nailing flange lines up with the nailing flanges of the other shingles in the course and the bottom extends 3/4"beyond the side-wall "S" lock. Notch the left and right side-lock channels back 3/4". Using a hand seamer, bend the remaining 3/4" trimmed section downward 90 degrees. At a point 3/8"up from the bottom of this newly bent face, make a second 90 degree bend inward towards the shingle. Lock this newly created butt into the "S" lock of the side wall and fasten to the deck. (Fig. 23) 12 v y £ £e� A l A > n Y i 55 WW ME; 22 13 S Step 7. Install Hip and Ridge When installing a hip style roof, install caps on all hips prior to the ridge. Hips To assist in a straight hip installation, snap a line from the bottom of the hip to the top. Using a hand seamer, straighten and flatten the "S" hook on the butt of the first hip/ridge cap. Place the cap at the bottom of the hip where two eaves come together. Extend the cap 3/4" beyond the corner created by the eaves.(Fig. 24) Scribe or draw diagonal lines on the cap from the center point to the sides, even with and parallel to the eave. Trim and fold the bottom of the ridge cap so that the new hooks created will fit in the "S" lock of the two adjoining starter strips (Fig. 25). Lock the first cap into place and fasten with two nails in the nailing flange. (Fig. 26) The second and each subsequent cap will lock into the nailing flange of the cap below. Ridges Whether working on a gable style roof or a hip style roof, begin installing hip/ridge caps on ridges by creating a "ridge cap starter strip". Trim the nailing flange from a hip/ridge cap and fasten it to the roof at either end of the ridge. (Fig. 27) Install the first ridge cap by locking it into the ridge cap starter and fastening it to the roof with two nails through the nailing flange. (Fig. 28) Continue installing the caps across the ridge in a like manner. 14 l , J r s �VE mgg r 67, rti � a r a � � C gl; Y 15 dr 14 .' A N. 2928 Pittsburg St. Spokane,Washington 99207 509.483.6408 , 800.285.2677 Fax: 509.483:8050 , E-mail: copper@zappone.com Website: www.zappone.com Zappone Manufacturing, Spokane,WA Copyright 2000 All Rights Reserved This document is protected against any unauthorized copying,duplication or reproduction in any manner. 16 i LaCHANCE RESIDENCE APPROVEDAS -7 77 E VENT ROOF Z DA �/ZY� B.P.# l 7� M FEE: �� BY:_.b!/v No. Issued To Date 1 630 RUCH LANE NEw REVISED = NOTI Y ILDING DEPARTMENT AT BATH BATH 765-1802 ANSPEO 4 PM CTIO S;FOR THE 1 OWNER 12 19 05 SOUTHOLD , NY 11971 1. 2" - — — 2" FORNP RED CONCRETE UIRED LIST OF DRAWINGS 2" 2" II/2" 2" 1 /2" �2" 2" 2. ROU - FRAMING & PLUMBING vv tAv 3. IN TION AL - CONSTRUCTION MUST T-1 LIST OF DRAAINGS, ZONEING, T"B BE COMPLETE FOR C.O. STALL STAR 2nd FLR ALL CONSTRUCTION SHALL MEET THE PLUMBING RISER, SITE PLAN �� �� ,� � REQUIREMENTS OF THE CODES OF NEW G.O. 1 1/2 3 1 1/2 2 I /2 / YORK STATE. NOT RESPONSIBLE FOR A-1 FIRST AND SECOND FLOOR PLAN / DESIGN OR CONSTRUCTION ERRORS. No. Revision Date �� ' G.O. � CSC /3 EXIST'G X15T'G 3 A-2 SOUTH AND WEST ELEVATIONS ,� BATH — KITCHEN EX15T'6 / si A-3 NORTH AND EAST ELEVATIONS 2 — — — 2" _LAUNDRY X UNDERWRITERS CERTIFICATE �11 2 I I/2 II/2" 2„ REQUIRED A-4 SECTIONS LAV 51NG A-5 KITCHEN & LIVING RM. STALL 15i: FLR 0000* INRERRIOR ELEVATIONS 2�' 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" / G.O. A-6 BATH:ROOM ELEVATIONS G.O� A-7 NAILI:NG SCHEDUAL ALL CONSTRUCTIO"I SHALL A-8 SPEC:IFICATIONS I HOUSE // s � MET THE REQUIREMENTS OF THE TO SEWER TRAP G.O. �, CODES OF NEW YORK STATE. A-9 SPECIFICATIONS II SYSTEM 4" G.I. WASTE �o CQ b� 00,0 BA5EMENT ® avid t9J* 00.6 Howell L 15 T 0 F D R A N I N 5 F L U M B I N D I A 0 R A M • n r . ):NOT TO SCALE Desl LINE OF E3 11 0 =11177777777 EXIST'O / 66 c� 4'(P GONER 200 PARK AVENUE SOUTH FIRST TO SEPTIC COMPLY WITH ALL CODES OF NEW YORK, NY 10003 FLOOR PHEW YORK STATE & TOWN CODES (212) 477-"-7700 P��NC NG P�j O ;AS REQUIRED AND CONDITIONS OF FAX (212) 477-0149 Fo �fiR Fo FR ELF S OIOt�. JZBA EMAIL: DAVID®DAVIDIIOWELL.NET eF� NC p BFC:� C Pj G0 p0�; Gp pU�� / . °riN. °riN (2) 2 X a (TREATED) SECOND l0 �) / SOUtNIDLO Try:""I PtAr1=3 80ARD • ♦ • :J FLOOR �\ �� / SOU►",Y�DTa.'."ITRUpTTEES o ADDITION 0-1* �J N.Y.S.DM ' Arcalheilvc dQI = N (602 S.F.) // ��/ �� E3 E3 13 1® ARCHITECTS ' Pµ.C , IF (2) 2X8 HOOD NAILER —1 (2) 2 X 8 htECTIC'vO 356 NEW YORK AVENUE NAILING & CON HUNTINGTON N • 11743 27-0295 '-8 3/4"f REQUIRED. (63 It— FA63 11 2 7—0 297 X I EMAIL: ARCALHEIC®CONVERSENT.NET t �_! - --NEW 5/5" TYPE X GYP BD. I. .,QSNG l I 2 X 8 F.J. iv 2 X 8 F.J. 1 & WATER LINES I ® ib" O.G. m � I6" O.G. I I/2" I L _ � ® ALL WALLS AND CEILING WASTE , • 1` NEED '. 73 - � IN BOILER ROOM / p� TESTING BEFORE COVERING z 515TER NEW 3 1/2" X 12" M.L. I L �. - -' - 5-4 / �� J 4 R Co 0) NEW 2'-O"X2'-O" �k2x G• �iE 1 _ 4 ACCESS I I 1 - r —' ;::` I REMOVE EX15T'6 /�� H, ° L a C HAN C E Foo�E I 515TER NEW I I b'-o" 4 I r I GONG. PIERS AND - ` / PLUMBER CERTIFICATION RESIDENCE r�NG I I „—� I 1 i I FRAMED VESTIBULE Cb / ON LEAD CONTENT BEFORE 3 1/2 X 8 M.L. I I .;� $ STORAGE UNIT I I � _ BOILE �O CERTIFICATE OF OCCUPANCY H W 1 1 1 INSTALL NEW 3,000 �� " . / SOLDER o / DER USED lltl WATER I I 515TER NEW, I SISTER NEW I - - - ' ( I I 1ouN>°ATioN WALL SUPPLY SYSTEM CANNOT 2 X 8 F.J. N x 2 X 8 F.J. 630 RUCH LANE m 16" o.G. — @ 16" O.G. — _ — I I I AND FOOTING / EXCEED 2110 OF 1%LEAD. SOUTHOLD NY 11971 m �I /i ,/VG p��I cv ERECT NEW 2X4 I I I REMOVE 4 REPLACE • O • Fo oEF 1 F - -1 _ x TSY�PDEwx G IB8 I !�" GONG. 1 EXISTG BOILER WITH / OCCUPANCY OR SITE PLAN Or�NG I I W I SISTER NEW N I � 1 0) I ( NEW DIREGT VENT TYPE. 3 1/2" X 8" M.L. — AT EX15TO I — 15GREED GOATI I MIN 120,000 BTU. USE IS UNLAWFUL ZONING _ m BOILER ROOM \ WITO ❑ 1 I I / 0 UT CERTIFICATE INFORMATION � 4'-71 3/qE° z l — y 1 2 X & F.J. _.I,. I &Nlb" GRAWL 5PAGE - I I ® 16" O.G. II VENT WITH OF OCCUPANCY PLUMBING RISER � I I I `,•'� I INSECT SCREEN t I GRAHL AGE 1 I (TMP) / D< '� �O DIAGRAM I I rFLOOD ZONE t6 COMPLY WITH CH 05-043 / o AP ER "4 "" These laps are 1 � FLOOD DAMAGE PREVENTION P SOUT TION an instrument HOLD TOWN CODE. of service ^, I I N m y are the Trope, � I --�L — of the A I Infringem (2) 2X10 ,1 rc 1 eC; qt, L1 ( ( 1 - CONTRACTOR TO will be � ` 1 1 VERIFY DEPTH AND prosecutes 8'-0 I/2" N �_ CONDITION OF EXIST', / Proj. 1 1 I N I FOOTING AND 1 1 1 I FOUNDATION WALL Date 2 X & F.J. O S0 c 2 X 8 F.J. _ . , 4"' GONG. SLAB 1 O ION GRADE 1 1 ® I6" O.G. >� ® I6 O.G. 1 '59 O ` 2 n I 19' � M. 3 5 I/2 1 I 4'-I" 4'-01/2" 5'- " O 4 1 I L — - - - - - - - - - - - - - - � ejm `J 12/19/05 76 70 r Ar AS NOTED Dr Win No. FOUNDATI ON PLAN 5 1 T E FLAN Perrait SCALE: 1/4" = I'—O" I " = 1 0 ' 0 " v { No. Issued To Date 1 OWNER 12 19 05 22'-0" HOLD 30'-O 3/4" 2'-4" 17'-4" 2-4" 18'-O 3/4" b'-II" 5'-I11 �wir00w wirvowS wiNPow HNPow wiWow 4'-4 1/4" &'-7 1/2" 4'-4 I/4" No. Revision Date 4'-4 3/4" q'-3 1/2" 4'-4 5/4" 3'-2" 3'-q" '-4 3/4" 2-5 1/4" g-g B-B CONTRACTOR TO REMOVE A4 BURY ALL OVERHEAD A4 EX15T'G ROOF AND - ' WIRES — — —CONSTRUCT NEW WALL - - - PLATES ® q'-O" H. 3 1/2" X 8" M.L. ALL NEW FLOOR JOISTS TO BE SEGURED TO NEW CONNECT WATER SUPPLY WALL TO ALIGN i PLATES. 5EE DWG. XX TO TOWN MAINS WITH EX STING FOR CONNECTION DETAILS I I I�ELOW LINE OF ROOF OVERHANG EXISTING EXISTING (2) 2xi0 (2) 2x10 I \ = I I (2) 2X10 (2) 2X10 = EXISTING WALL-i CONTRACTOR TO REMOVE TO REMAIN \ AND REPLACE EX 5T'G r SHOWN HATCHED V-b 1/4" V-b 1/2" 3 - N m 1 BEDROOM 2 m / \ BILGO DOO_R5. F ME206 BEDROOM 3 BEDROOM 4 DECK AROUND m 1 m d 106 L41 \I / REMOVE $ RELOCATE 2 X 12 G.J. I 2 X 12 G.J. I David EXISTING \ / @ Ib O.G. @ I6 O.G. , WINDOW O METER, CONTRACTOR TO I I HI x O x CONTACT L.I.PA. TO 2'-O" 12'-II 3/4 p RED Howell INSTALL UNDERGROUND .3 G 5 RAIL 2 X 12 F.J °° � �'f� Q0� LEED FROM EXIST G UTILTY PC �,, x Q - N Design m I b O.G. v�• - 2'-11" 5'-7 1/2" &'-b 1/2" x ¢, v v � _ u� A -- 1 Im N ° x a Q�.! i 0 13 eo�� ,o m 108 IL x 200 PARK AVENUE SOUTH o 5D �tx N �-{- c NEW YORK, NY 10003 ENTRY � �,�� �- (212) 477-7700 , CLOSET ET lJ ° I III I i Q I u FAX (212) 477-0149 1 Q- _ PANTRY GL. N©-_-_ � I - 3 1/2" X 14" M.L EMAIL: DAVIMAVIDHOWELLYET LANDING 1 0 `r • ♦ • ♦ • = STORAGE UNDER o :o205 STAIRS 2'_ 1/4" I I I �3'-10 /4" '-3" -q" iv a i I I I N O O N \ — = 5D I 7'- " 0 iv Arcalhek � ( ( I I I m 0 a I I I � � EXISTING �� KITCHEN - I - ,,; WINDOW (2) 2 x 12 N r zEXISTG \ N O 3 I/2" X 14' M.I. RIDG ARCHITECTS, P. C. 1 �2 F.J. CHIMNYsaGA5 FIREPLACE L _ 16" O.G. TO BE _� GA5 in SKYLIGHT OVER 2 X 12 F.J. ; �i I LAUNDRY REMOVED — m 31 I 356 NEW YORK AVENUE - SHOI�IN DASHED 4- I FIREPLACE HUNTINGTON NY 11743 N�� @ 161, O.G. I I Q 203 (631) 427-0295 IVLG M -8-4 2 I/2 4--1 I/2 OUT5IDE SHOWER 's REMOVE wp 1 1� 42" PLASMA N FRAM 55 GL 55 FAX (6 31) 42 7—0 2 9 7 EXISTING j°os I'�I I `� STACKING WASHER/DRYER yr X BEDROOM I o ; ! BAL E EMAIL: ARCALHEK@CONVERSENT.NET WINDOW �� 2 X 12 F.J. T `. GA5 DRYER VENTED TO 4 AND cv ® �2 % 3 I iy ® I b" O.G. 42' - = EXTERIOR I i�ST 3 I/2" X 12" M.L. _ PLASM TV O 10 2 x 10 ® LINE OF I - - - .17 O O Q BALCONY r 4 1 .�Q0�N 25 a tt < m WD-I ►z-- Od x a - I N � x zR N I I FLY OUT 2 X I F.J. ' FASCIA d x - N 2b = LaCHANCE `N O `� LINE 8" I '�' ® FRAMELESS GLA55 5 EL I6 O.G. F � N j , 3 1/2" X 12" M.L. BALUSTRADE N RESIDENCE (2) x 12 P W/Y2 cV - _ _�_ - I REMOVE TO I - - - �'f - = EX15T'6 DOUBLE HUNG 27 — — UNITS WIDEN OPEN'G TO I O .�� lc�� N �Q tU) z z Q I°i in AGGOMADATE (1) NEW UNIT F� O CEO TO MATCH EX15T'G .� - - - 18 N� I I X O 12 -�� �- - �' CONTRACTOR TO MATCH I 630 RUCH LANE u` w ° O a �� HEAD AND SILL I _ SOUTHOLD, NY 11971 v v I FRAM LE55 6LA55 r m u- O �- O x NEW GLAZED DOORS TO I BALUSDE o x N o O EXISTING OPENING 4 0 1 I FIRST FLOOR & x ® x ° X z z 1 SECOND FLOOR 13 DINING " 3 I 1 PLANS L m m I I I I (2) 2 x 10 (2) 2 x 10 2) 2. x l EXISTING EXISTING EXISTING Ib 15 14 REMOVE EX15T'6 CEDAR DECK. INSTALL NEW 15" WIDE BLAGK IFE WOOD DECK. -g REMOVE 4 REPLACE A4 AMERIGAN WALNUT FLOORING EIXT'GSUB STRUCTURE. A4 05-043 5EE FOUDATION PLAN These plans are 3'-4 1/4" 4'-0 1/4" 4'-0 1/4" 2'-7" 2'-0" 2'-q" 3'-3 1/4" an instrument of service and P*00H DOOR rt wir00w HNDOH wirmow wiN00w are the property 15'-11 3/4" b'-D I/4° of the Architect. 3'-1 1/2" 4'-3 1/2" 4'-3 1/2" 3'-1 1/2" 3'-5" 10'-0 3/4" Infringements 221-0" will be �wirrvow wirmow wirroow wirPow prosecuted. 7 / " 14'-q 1/2" 'T" 13'-& 1/2" Proj. Date - _- 30'-0 3/4" �" A F I R5T FLOOR qO5 5F 12/19/05 ASI, awin No. Amended Set NOTED Permit # 30791 f 1 RST FLOOR PLAN SE C-10NC7 FLOOR FLAN SCALE: 1/4" = P-O" SGALF—: 1/4" = 1'-0" Scale ROUO H OFF-N I NO N0. Tr F E N I DTH HE I OHT MAT'L. GLASS REMARKS El 12 El I OXW14 3'-0 1/2" 4'-0 1/2" ND. q.50 S.F. XXXXXXXXXX 2 OXW14 3'-0 1/2" 4'-0 1/2" WD. q.50 S.F. No. Issued To Date COPPER 5HINC-LE5 BY 3 GXW14 5'-0 1/2" 4'-0 1/2" WD. q.50 S.F. i OWNER 112/28/05. REVERE COPPER PRODUGT5, ING. 4 WDH2O52 2'-2 1/8" 5'-4 7/8" WD. 4.21 S.F. T.O. RIDGE _ EL. +25-cl" 5 NDH2O510 2'-2 1/8" 4'-0 7/8" WD. 5.26 S.F. 6 NDH2O510 2'-2 I/8" 4'-0 7/8" WD. 5.26 S.F. 7 wDH2O310 2'-2 1/8" 4'-0 7/8" WD. 5.26 S.F. & WDH2432 2'-6 1/8" 5'-4 7/8" WD. 5.0q S.F. T.O. PLATE q WDH2432 2'-6 I/8" 5'-4 7/8" ND. 5.0q S.F. No. Revision Date OL EL. +22-4" - �0� �SfA ho, 10 wDH2432 2'-6 I/8" 5'-4 7/8" ND. 5.0q S.F. II WDH4032 5'-2 I/8" 4'-4 7/8" ND. q.45 S.F. p 12 FH041611AFLR 4 0 5/4 6 10 7/8 ND. 12.2 S.F. / \ F TEMPERED 5 _ _ EXIST'6 ROOF / GLAS L�'(i TO BE DEMOLISHED i 13 NDH50410 3'-2 I/8" 5'-O 7/8" PD. 11.17 S.F. 14 NDH50410 3'-2 1/8" 5'-0 7/8" ND. 11.17 S.F. \ I I 15 NDH50410 5'-2 I/8" 5'-O 7/8" ND. 11.17 S.F. T.O. 5EGOND FLR. EL. +13-l0 - - _ - 16 NDH50410 3'-2 I/8" 5'-O 7/8" ND. 11.17 S.F. 17 NDH50410 5'-2 I/8" 5'-0 7/8" ND. II.17 S.F. IS W01-150410 3'-2 1/8" 5'-0 7/8" ND. IIXT S.F. FED FE I q WDH4052 3'-2 I/8" 4'-4 7/8" wD. q.45 S.F. David N 20 WDH4032 3'-2 1/8" 4'-4 7/8" ND. q.45 S.F. H o e 11 �- 21 GXW14 3'-0 I/2" 4'-0 I/2" ND. q.50 S.F. Design i- 16 22 GXW135 3'-0 I/2" 3'-5 3/8" ND. 7.q0 S.F. T.O. FIRST FLR. 23 OXW155 3'-0 1/2" 5'-5 5/8" WD. -i.q0 S.F. 200 PARK AVENUE SOUTH -0 _ _ NEW YORK N 24 FW02768AF 2'-6 I/a" 6'-8" D w . &.52 S.F. 3 . S.qO S.F. ,(2 i 2) 477-770 Y 1000 3 REMOVE AND REPLACE EXI5T'6 25 A41 2'-O" 4'-O" WD CEDAR 5HAKE5. IN5TALLL NEW FAX (212) 477-0149 CEDAR PERFECTION 5"' EXPOSURE. 26 FW02768AF 2'-6 I/8" 6'-8" ND. &.52 S.F. EMAIL: DAVID@DAVIDHOWELL.NET STAIN BOTH SIDES AS MANUFACTURED BY MNYBAGH 27 FW021685 2'-1 1/4" 6'-8" WD. 5.60 S.F. • - - - - - - - OR EQUAL. 28 FW021655 2'-1 1/4" 6'-8" ND. 5.60 S.F. Arcalhek 2q FW05068AFLR 5'-O" 6'-8" ND. 16.64 S.F. 50 FW021685 2'-1 1/4" 6'-8" �1.60 S.F. ARCHITECTS, P. C. 31 Velux Skylights 44 1/2" 27 1/2" WD. r�.q2 S.F. TModel FS 601 356 NEW YORK AVENUE SOUTH ELEV ATI ONS HUNTINGTON, NY 11743 (631) 427-0295 SGALF-: 1/4"=1'-0" FAX (631) 427-0297 EMAIL: ARCALHEK@CONVERSENT.NET LaCHANCE RESIDENCE COPPER SHINGLES BY 12 T.O. RIDGE EL. +28-9" REVERE COPPER PRODUCTS, INC. g� -_ � � �y 630 RUCH LANE SOUTHOLD, NY 11971 5NP COPPER GUTTER 4 LEADERS �✓� T.O. PLATE SECOND FLOOR EL. +22-4" PLAN ff FRAMELE55 TEMPERED s 4" TRIM TO 6LA55 r; MATCH EX15T'G IL 05-043 T.O. 5EGON0 FLR. These plans are EL. +13'-10" an instrument - - - - - - - -_ - - of service and are the property - of the Architect. - Infringements El will be o prosecuted. Proj. Date T.O. FIRST FLR. r`w ti, 7 12 12/28/05 3'-0 BELOW As Ij awing No. NOTED Amended Se t Permit # 30791 � V4F5T ELEVATI0N5 SCALE/4' 0" Scale No. Issued To Date 1 OWNER 12/28/05 COPPER 5HINC-LE5 BY REVERE COPPER PRODUCTS, ING. T.O. RID6E _ EL. +28-a" 12 8 No. Revision Date qd T.O. PLATE _ EL. +22-4" /� QJ FRAMELE55 TEMPERED �j GLASS EX15T'6 ROOF n RAIL TO BE DEMOLI5HED Q T.O. 5ECOND FLR.OL \ EL. +13'-10" — J L:J Ej 1 T.O. FIR5T FLR. EL. +4'-0" REMOVE AND REPLACE EX15T'6 CEDAR 5HAKE5. IN5TALL NEW e ♦ • ♦ • CEDAR PERFECTION 5" EXP05URE. STAIN BOTH SIDES A5Arcalhek MANUFACTURED BY MAYBAGH OR EQUAL. ARCHITECTS, P. C. 356 NEW YORK AVENUE NORTH E L E � ATI ONS HUNTINGTON, NY 11743 (631) 427-0295 SOALE: 1/4"=1'-0" �� FAX (631) 427-0297 EMAIL: ARCALHEK®CONVERSENT.NET D Lj LaCHANCE RESIDENCE OL T.O. RIDGE _ 12 COPPER 5HIN6LE5 BY EL. +28-q" 8 REVERE COPPER PRODUCTS, INC. 630 RUCH LANE SOUTHOLD, NY 11971 OL T.D. PLATE ELEVATIONS EL. +22-4" FRAMELE55 TEMPERED 6LA55 BALU5TRADE I ^� 05-043 These plans are T.O. 5EGOND FLR. — — — — — =-'; an instrument EL. +13'-10" of service and property - - - - - - - - - - - ---- _ - - - of the Architect. Infringements will be prosecuted. o Proj. -= Date r T.D. FIRST FLR. OL EL. +4'-0" ILH 12/28/05 tit AS Drawing N . Amended Set NOTED Permit # 30791 o , EAST EL E Y A T I 0 N S SOALE: 1/4"= 1'-0" Scale ROOF GON5TRUGTION I _ * COPPER 5HINGLE5 BY Li Li Li REVERE COPPER PRODUGT5, INC. * 30# BLDG PAPER No. Issued To Date * 1/2" EXT 6R PLYWD 1 * 2 x 12 RR -- 16" oc A.7 W/ 2" EXPOSURE i OWNER 12/28/05 R-30 BATT INSULATION OL TOP OF RI06E _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ * 1/2" GYP BD (PT) EL = 26-q" % 3 8 I� 12 Q8 - FLOOR CONSTRUCTION I A-t * FIN15H FLOOR * 3/4" PLYWOOD 506-FLOOR / * 2" x 12" FLOOR J015T5 -- 16" oc 1 2 A7 2" x 4" 515TERED FLOOR J015T5 -- 16" oc * I/2" 6YP BD (PT) No. Revision Date OL TOP OF PLATE , EL = 22'-4" - - - - - - - - - - - — - - - - - - - - AL NDIN6 BEDROOM I 205 204 WALL GON5TRUCTION I _ * VERTICAL CEDAR 51DIN6 * 15# BL06 PAPER G-G * 3/4" EXT 6R PLYWD * 2 x 4 5TUO5 -- I b" oc BEDROOM 2 • A4 * W/�R-13 GATT IN5UL'N cn I 1/2 GYP BD (PT) 206 OL ONO FIN FL. EL 6-VI " I I FLOOR GON5TRU6TION 11 _ q * IPE 5/4" X 6" FIN15H DECK * 5/4" EXT. 6R. PLYWD. A7 II I * EPMD GOLD ROLLED ROOF MEMBRAIN EXPO5EIO 2 X 10 F.J. i * 2" x 6" GUT 1/4" 5LOPE -- 16" oc • * 3/4" PLYWOOD 5UB-FLOOR * 2" x 12" FLOOR J015T5 -- 16" oc Q BEDROOM 4 KITCHEN IL VINE I DINING I W/-7 5/4" EXP05URE 1O1 103 104 I L I 2" x 4" 515TERED FLOOR JOISTS -- 16" oc • ♦ • ♦ • I * 1/2" GYP BO (PT) 13 I I I I I I A� I I A7 WALL GON5TRUGTION II_ OL FIR5T FIN. FL. _ _ * EXI5TIN(5 EL = 4-O I * CEDAR 5HIN6LE5 / * 15# BLD6 PAPER • EX15T'6 CRAWL 5PAGE I * 3/4" EXT OR PLYWD * 2 x 4 5TUD5 -- 16" oc W/ R-13 BATT INSUL'N OL BOTTOM OF _ * 1/2" 6YP BD (PT) FOOTING • ♦ • ♦ e EL = 0'-0" - - - - - - - - - - - - FLOOR CONSTRUCTION i I I_ * FIN15H FLOOR Arcalhek * 3/4" PLYWOOD SUB-FLOOR * 2" x 10" FLOOR J015T5 -- 16" oc D M 13 ARCHITECTS, P. C. 356 NEW YORK AVENUE — 5 - G T 1 HUNTINGTON, NY 11743 (631) 427-0295 SGALE: I/4"=1'-O" EMAIL: ARCAL E000NVERSENTNET 5TAINLE55 - 13/4" RED 6LA55 STEEL FLUE OCKING L a C HAN C E ROOF CONSTRUCTION I 7X2 4" 5LOPE * COPPER 5HIN6LE5 BY = RESIDENCE REVEi�E COPPER PRODUCTS, INC. TOP OF RIDGE _ _ _ OLD ROLLED* 30# BSLDG PAPER EL = 28'-q" B ]�RQQM I EMBRAIN* 1/2" E)XT GR PLYWD* 2 x 12! RR -- 16" oc204 . 6R. PLYWOOD IPE 5/4" X 6" FINISHED DECK ►^►/ 2° EXPOSURE 630 RUCH LANE R-30 IBATT INSULATION SOUTHOLD, NY 11971 3 2 X 4 SHOE MOULDING # 1145 A-7 CONGEALED 6UTTER5 TO 2 X 12 MF6. BY JULIU5 BLUM S GO., ING TOP OF PLATE ROOF OR EQUAL. SECTIONS EL = 22'-4" - - - - - - - - - - - - l - - s 3/&" X 2 1/2" T BOLT5 \\ 2X12 WALL GON5TRUGTION 11 \ * VERTIIGAL CEDAR 51DIN6 • BEDROOM I \ / \ EXP05ED (2) 2 X 4 * 15# BLOC; PAPER -� 2Q4 \ / \ 2 X 10 F.J. (2) 2 X 12 HEADER * 3/4" EXT 6R PLYWD * 2 x 4 5TUD5 -- 16" oc FIREPLACE / FRAMELESS W/ R-115 BATT INSUL'N OPENING * I/2" / 05-043 6'YP BD (PT) m BALUSTRADE These EX15T'6 DOUBLE-HUNG WINDOW These plans are SECOND FIN / _ EL = 13'-10" an instrument / - of service and 7— 0 are the property 2 L I V I NC DINING of the Architect. WALL GO'N5TRUGTION I ,47 NEW SKLIGHT - Infringements * EX15TIlNG • IVIN6 104 105 will be * CEDAia 5HINGLE5 4 - Lo4� LLI Pro prosecuted. * 15# BLID6 PAPER -`"`_� cr Q �' OP * 3/4" EXT GR PLYWD * 2 x 4 5TUD5 -- 16" oc Date ;. W/ R-15 BATT IN5UL'N * 1/2" 61fP BD (PT) BA5EBOARD 13 RADIATOR IRS FIN F � • •: y 13 EXIST6 CRAWL 5PAGE -�-y- - :%'• - -.-y-. - --_- EXISTG FLOOR CONSTRUCTION A7 71I--�IL__F1Ni-�-I_11 . . ll�llMliNE Ul EL = 0'-0" EX15T'G FOOTING w _ FLOOR GON5TRUGTION I AS * FIN15H FLOOR NOTED a �ng o. * 3/4" PLYWOOD 5UB-FLOOR * 2" �x 85 FLOOR 1015T5 -- 16" oc Amended Se t 1/2 6YP BD (PT) Permit # 30791 A A 5EC, T1 ON G — G 5F— GT10N 50ALE: 1/4"=1 '-•0" SCALE: 1/2"=I'-O" Scale Li LJ,, Lj No. Issued To Date I OWNER 12/28/05 =7 77=777 777-71M IMW��A�AM UAMAWNAWN[AWMMVA%WYV.FNAMMAMMY I No. Revision Date ALI'N— DOOR AS Sk EDUCED ==4 rxxA-30 EXTER DOOR L— —j I L David 'Ir XEUERDOOR Howell IV) I Deslgn 1k HH1 11/ 111 1 I/ I- M E3 [3 Q 200 PARK AVENUE SOUTH NEW IV SOLID WOOD)VOCAL \'.�SHOP LACQUERED MILLWORK OVERLAY —(SHOP LACQUERED MILLWORK COLOR T.B.D. WITH NEW YORK, NY 10003 BALSTRADE REFER TO DDETIAL PANELS TO FULLY INTEGRATED ADJUSTABLE SHELF ON HAFELE CHROME PINS WITH (212) 477-7700 @L I V G N R 0 0- �Kl T�CH E�N REFRIGERATOR COLOR T.B.D. BRASS INSERTS 1282.39.705 do051.45.030 FAX (212) 477-0149 CALE 1 X2 EMAIL: DAVID0AVIDHOWELLNET S ' -1 � Ar c alhek 11 El 13 17- 777- :777777-77'n ARCHITECTS, P.C. 356 NEW YORK AVENUE HUNTINGTON, NY 11743 E L E A T 1 0 N �5 (631) 427-0295 J-50ALE: 1/411=1 1-011 FAX (631) 427-0297 EMAIL: ARCALHEK@CONVERSENT.NET LaCHANCE RESIDENCE 630 RUCH LANE SOUTHOLD, NY 11971 xX ELEVATIONS '-11-0. t -21-6' t -30-2' O - / / -\ z L0 z DOOR ASS EDUCED/ SCHEDULED FULLY INTERGRATED 05-043 HOOD ------- I These plans are E ,--E Q-1 an instrument SCHEDULED APPLIANCE AND of service and PLUNGING FIXTURES REFER TO o IKE FS 11..I M-\ t- Iare the property SCHEDULES of the Architect. 91 DRAWERS TO HAVE I'THICK Infringements DIVIDERS SHOP DRAWING TO BE --7 will be SUBMITTED TO ARCHITECT FOR SCHEDULED EQUIPMENT 16 prosecuted. REVIEW AND LAYOUT oc> Pro j. Date lac r -----L N) 'c' —11, 2'-11 -0 ' 6'-8- 2 HEN KITCHEN KITCHEN / VSCHEDULED APPUANCEE AND - / 9�SCALE 2-=V-0- PLUNBING FIXTURES RREFER SCALE 2-=I '-0- TO SCHEDULES 12/28/0 t AS ''awin 0. NOTED Amende d Set Permit # 3O791 ELEo ) A T 1 ONE 50ALE: 1/4"=1'--0 Scale -j 0 BATHROOM 203 SCALE 1 /2 =1 -0 O No. Issued To Date t'-3" I OWNER 12/28/05 M M f -3» p I I N 0 M - - O N R m No. Revision Date iV 1 .. " O CoCID @LBATHROOM 203 SCALE 1 /2"=1 '-0" IN i cV Ot�jATHROOM 203 04BATHROOM 203 SCALE 1 /2"=1 '-0" SCALE 1 /2"=1 '-0" -__ _ _ _ L- 1.G.C.TO PROVIDE 314"THICK 6-- 2'-2" IN WALL PLYWOOD BLOCKING David » AT ALL FIXTURE,MILLWORK AND ACCESSORY LOCATIONS Howell AS REQUIRED FOR PROPER cL INSTALLATION OF ITEM. Design 6 2- 2.ALL WATER LINES TO BE 314" DIA I3.ALL SCHEDULED FIXTURE 200 PARK AVENUE SOUTH ROUGHS MUST BE V.I.F.WITH NEW YORK, NY 10003 A R m ARCHITECT PRIOR TO (212) 477-7700 `� - o 0_4» - ;,, i_8 INSTALLATION FAX (212) 477-0149 00 EMAIL: DAVIDODAVIDHOWELL.NET M » r IArcalriek • , »F- 13 13 In E 1 0 CV N BATHROOM 203 ARCHITECTS, P .C. • L � 5 - - - - - - --- _ - - -- _ _=___ - SCALE 1 /2„_1 ,_0„ _ _ 356 NEW YORK AVENUE HUNTINGTON, NY 11743 � (631) 427-0295 E L E � .T I O � � ®, FAX (631) 427-0297 SCALE: 1/4"= 1'-0" EMAIL: ARCALHEK@CONVERSENT.NET 7 1. G.C. TO PROVIDE 314"THICK IN WALL PLYWOOD BLOCKING AT ALL FIXTURE, MILLWORK AND ACCESSORY LOCATIIONS AS REQUIRED FOR PROPER INSTALLATION OF ITEM. LaCHANCE 2.ALL WATER LINES;TO BE 3/4" DIA RESIDENCE R 3.ALL SCHEDULED FIX URE ROUGHS MUST BE V.I.F.WITH ARCHITECT PRIOR TO INSTALLATION CV CD e8 630 RUCH LANE SOUTHOLD, NY 11971 0 03 • ♦ • ♦ • 0) N N A- 05 ELEVATIONS 2'-8 " , 3'-6"- -6" 01 BATHROOM PLAN 108 SCALE 1 /2"=1 '-0" 05-043 These plans are an instrument FRAMELESS c of service and ENCLOSURE SCHEDULED are the property HARDWARE o of the Architect. • F 1 I Infringements RADIANT FLOOR \ will be ICE THERMOSTAT / - prosecuted. Pro j. R t0 Date . .. _ Lr) EIGHT i 4 wn., vANny / SCHEDULED CD WALL TANK P, SCHEDULED WALL FOUNT ' i 12/28/05777 SINK BLOCKIN _—_—_ AS REQUIRED 1_110 )_o» As rawing No. NOTED ' BATHROOM 108 ffATHROOM 108 & ATHROOM 108 ffATHROOM 108 Am. ended Set SCALE 1 /2"=1 '-0" CALE 1 /2"=1 '-0" CALE 11/2"=1 '-0" CALE 1 /2"=1 '-0" o Permit # 30791 ELE \/ ATI ONE 5 • SG,4L�: I/ •O" Scale 01/24/2000 14:30 6314270297 ARCALHEK ARCHITECTS PAGE���2 `1It 6YP5f�M i� B�JAr20 PER 5*VORr p p PANUS 2 Od PER5LFP�OW ARnaDIA6C�f-1 J.X6'OR 1'X15' 1'XIO'OR k4om FLOOR SHEATHING 6 %12'Fl" V R ea 6� 6"1°1bt D 5TRUGTUZAI-P 1'OR LFa�6 . OIR=ATER THAN I 2-9d PER SWPORr �11THIN6 3'8d DIAc�ONAL t Xb,OR VXh' r'X10',OR WIDER I PAf 6.O,G.AT THE �HE' ARE�5W ON�L,SWAT EATtiIFIkS NA L® SW GAPAG! Be Oft ALTERNATE I OBT IF 5T�� TO KAINTAIN TFE LOAD PATH. NA► rN6, 5�rt=A�Pi.,+Trs,5+w ,ne TABUI AT®*OF ca#zGroRS,Stx�+ rvs Is cor�mm)as OVER C Faor. 2 tL.�Be��To BE P TO F-rbd NAIr- SrAI�L� Apr rr®. Roof=i W NA"ANC 16 6UA� OF1 RE5I5TANT 11 A ICE SHEILD GROU If FOR X00M�- CLIMATIC AM 9 GEOGRAPHIC DESIGN CRITERIA FLOC SUBJECT TO DAMAGE FROM DE REQUIRED f1AZA� SEISMIC DECAYT RMITE SNOW IMND DESIGN WEATHERING F DEPTH to N y to M I LOAD SPEED MPH CRITERIA 3�' G .4g PSF NAL YS IS D A : NIGN 1/V!N T DATA uwesourF�or-D MISCELLANEOUS PROJEC W RUCH _ 12 LAC.AWN` 9 E 18'-0' MANUAL WAN RDOF fo&ff- yNppD FRM1E COIJSTR E T A 1 LPJW AccoPj;"w 14"SPAJ& CHAPTER F 2 STORRESC �s►c 3 pRESCR ROOF RAFTER/TRUSS TO TOP PLATE CONNECTION 5260 Ply TABLE 33 �y,ROVIDE l31 ow cof,� NAILS . PER TABLE 3 Syr 1�, ! G.l B£� GdGTFd1 TO R7P PLATi�S tT ) WALL TO WALL CONNECTION L 03 FOR c n� pf 0 p>=Tiud� a 460#PER TABLE 3.3 (pR p y1DE(5)AW GOP*ION MAIL I VR 64614 f44 1d31� pp2 rAea[1�33b OF 1-1/4'x 20 6ACe STRAP WALL ASSEMBLY TO FOUNDATION CONNECTION EACH 1V OF D!�lfll3�Y IV 0 red CZH YEN r1AI . . P6R Tq B1 3.4H 14—20 6AOE STRAP 5F E e_EVATIONS FOR LOGAT (PR01/IDE 5/b'DIA.AWAPR TS 0 OL. PER TA�-E 5.213 e'o10.6.AT i^olmm a t-O'OF ALL GDR»-'` �BeL-'o�HOW ALL INTERIOR ZONE I.OGA NOW ALL INTERIOR ZONE LCaGA `- PROVIOE 5/B'VIA ANGHOR l PER T.A81F 3 2A a 31-0,v�. 30 I e perm . � toAl L. IN , T A i L , N0. 50N NAILING SCHEDULE JOINT DE5CRIPTION #OF COMMON NAIL 5PAGIN67 u NAILS ROOF FRAMING No. Issued To Date �t4 G0NT1h(k115 LAiTBull. BRACE 0 6'vc. 0; ROOF RAFTER. 5EE ROOF RAFTERS 2--IGkI NAILS RAFTER TO TOP PLATE(TOE-NAILED) 3-bd PER RAFTER 1 OWNER 12 18 05 CEILING J015T TO TOP PLATE(TOE-NAILED) 3-bd PER J015T IRIl55ORGEVN5JV15T MODEL MEMBER 51ZE FA5TENERS CELINC J015T TO PARALLEL RAFTER(FACE-NAILED 6-Ibd EACH LAP FRAMING PLANS. 11/2"x 30"20 6A 5TRAP CELING J015T LAPS OVER PARTITION5(FACE-NAILED) 6-I6d EACH LAP o (4)8d NAILS® RAFTERS I NO. H RIDGE GARRINC, EA GH COLLAR TIE TO RAFTER(FACE-NAILED) 3-10d PER TIE END (4)ed NAILS® 5TUD 10-&IW5 MEMBER CLIP 2-bd EACH END COLLAR TIE. 5EE RIM BOARD TO RAFTER(END-NAILED) 2-I6d EACH END o*%' FRAMING PLAN5. (2)2x4 TOP PLATE-5 HRG22 19/I6 2x OR 16-IOd x I In 2-IOd x I V2 13/4'Y�DE 5ECURE COLLAR TIE W/ - 6ABLERV W5 WALL FRAMING r' (5)BD NAILS $ WITH MATERIAL: HRG22 rr (2) 112"VIA. THRU BOLT5 EXTERIOR STUD WALL FIN15H: 6ALVANIZED TOP PLATE TO TOP PLATE(FACE-NAILED) 2-Ibd I PER FOOT WITH NUT Q WA5HER. 206A6E511Z1P TOP PLATE5 AT INTER5EGTION5(FACE-NAILED) 4-I6d JOINT5 -EA. 51DE No. Revision Date INSTALLATION: STUD TO 5TUD(FACE-NAILED) 2-I6d 24"O.G. U5E ALL 5PE IED FA57ENER5. HEADER TO HEADER(PAGE-NAILED) I6d 16"O.G. 0 EVOE5 5d coff NAfLS 0 l0'oc, ON END OF ID6E-U5E OPTIONAL DIAMOND HOLE5 ON HRG22 AND HRC42 TO TOP OR BOTTOM PLATE TO 5TUD(END-NAILED) I-I6d PER STUD SE HRG.BEND FACE FLANGES ON HRG22 BACK FLU5H WITH R106E AND 24 BLOCK MO TOM "NA1L5 CO ETE NAILING. BOTTOM PLATE TO FLOOR J015T,BAND J015T, 2-I6d 1,2 PER FOOT 0W,E HIH 4-1GYl M I N 22 ON FACE OF RIDGE-A016T TO CORRECT HEIGHT AND INSTALL NAIL5. END J015T OR BLOCKING(FACE-NAILED) G11BLE BEVEL -CUT HIP MEMBER5 TO ACHIEVE FULL BEARING CAPACITY. 6)T5UNBOARO BVhW 5W. THE HRG MAY BE 5LOPE0 TO 450 WITH No REDUTION IN LOA05. FLOOR FRAMING !dCGt 6"1.50T'oc. D O L L A R T I E: D EE T A I L HURRICANE 5 T R A P D E T A I L C E I L I N 6 BRA 6 E@ G A BLE E N D H A L L H I P RIDGE O O N N E G T O R D E T A I L Jo15T TO 5 O TOP PLATE OR GIRDER(TOE-NAILED) 2-6d PER J015T " ' 'I 5 I' I 'I � " I II BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END BLOCKING TO J015T(TOE-NAILED) 2 ed EACH END SCALE: I" = I' - 0" SCALE: I = I - O SCALE: I = 1 - 0 SCALE: I = I - 0 BLOCKING TO 51LL OR TOP PLATE(TOE-NAILED) 3-I6d EACH BLOCK LEDGER STRIP TO BEAM(VALE-NAILED) 3-I6d EACH J015T JOINT ON LED6ER TO BEAM(TOE-NAILED) 3-6d PER JOI5T BAND J015T TO J015T(END-NAILED) 3-16d PER J015T �1 BAND JOI5T TO 51LC OR TOP PLATE(TOE-NAILED) 2-16d I PER FOOT 2ND FLOOR WALL ROOF SHEATHING David . PROVIDE 1-1/4" 20 GAGE ° ° 5TRAP W/( 8d COMMON 51RUGTURAL PANEL5 ed 6"EDGE/12"FIELD DIMEN510NAL WOOD OR NAILS IN CH END DIA60NAL BOARD SHEATHING Howell MICRO LAM BEAM. 5EE " " " = IDE#LU526 I X6 OR 1 X8 2-8d PER SUPPORRT FRAMING PLAN5. _ I"XIO"OR WIDER RIDGE VENT _ �=� . J015T HANGER 3-8d PER 5UPPOIRT CEILING OR FLOOR - BY 51MP50N 5TRON5- Design ° J015T5. 5EE FRAMING - TIE CEILING SHEATHING 0100- PROVIDE 1-1/4"X 20 GAGE ° o ° PLAN5. 5TRAP W/(2)ed COMMON ° °� 200 PARK AVENUE SOUTH NAILS IN EACH END ° o ° SECURE JOISTS TO 6YP5UM WALLBOARD MODEL MEMBER 51ZE FA ENER5> UPLIFT 5d COOLERS 7"EDGE/10"FIELD ® !b°O.C. � NEW YORK, NY 10003 NO. T TO AVC. ° ° 61RDER OR HEADER WITH TERS PLTO ULT. ° GLT OR HGLT BEAM WALL SHEATHING ( ) 212 477-7700 ROOF RAFTER5 p HANGER A5 MFTRV. BY HGP2 2x 6-lod x 1112 6-10d x I In 2017 51MP50N STRONG-TIE. FAX 212 47 7—0149 (DEPTH AND BEAM STRUCTURAL PANEL5 ed 6"E06E/12"FIELD EMAIL: DAVIDODAVIDHOWELL.NET HANGER N MATCH THAT _ PROVIDE#LT512 5TRAP FIBERBOARD PANELS 3 W/FASTENERS A5 PER 7/16 6d 3 EDGE/6"FIELD 0 ♦ • MATERIAL: 18 AU6E OF J015T5). _ MAW 5PEC5 BY 25/32" bd 3 3"ED5E/6"FIEILD FIN15H.- HG -GALVANIZED OR Z-MAX;HCP41 -GALVANIZED. 5 51R0G-TIE. Arcalhek INST CATION: 6YP5JM WALLBOARD 5d COOLERS 7"EDGE/!O"FIELD ' HARDBOARD bd WA ALL 5PEGIFIED FA57FNER5. ATTACH HGP TO DOUBLE TOP PLATES;BIRDSMc'G'UTH ONT REG?UIRED FOR TABLE PARTICLEBOARD PANELS 8d GEE MANUFAGTIIJRE Low. D1A6O1�" BOi X6"oR 1 Xbm 2-ed PER 5UPPOrRT ARCHITECTS, P. C . INSTALL RAFTER AND COMPLETE NAILING. RAF TFR MAY BE 5LOPE9 TO 45°. 1"xio°OR WIDER 3-8d PER SUPPOIRr 356 NEW YORK AVENUE H I P G 0 IR N E R P L A T E DETAIL R I 0 C E 5 T R A P D E T A I L J015T5 TO FL05H HOOD OR MIGROLAM 61RH'' 5 T R A P P I N 6 DETAIL @ C A N T I L E V E R FLOOR SHEATHING HUNTINGTON, NY 11743 � �' - ., - (631) 427-0295 295 SCALE: I" = 1' - 0" SCALE: I" - I' - 0" SCALE: I" - 1' - 0" 50ALE: 1" - 1' - 0" 5TRUGTURAL PANEL5 1 1"OR LE55 d 6'E9E/I FAX (631) 427-0297 FIELD EMAIL: ARCALHEK@CONVERSENT.NET GREATER THAN I" Od 6"ED&E/6"FIELD DIA60NAL BOARD SHEATHING I"X6"OR I"X8" 2ed PER SUPPORT ' I"X10"OR WIDER 3-6d PER SUPPORT NEW EXTERIOR WALL NEW EXTERIOR WALL _ I NAILING REQUIREMENT5 ARE BA5ED ON WALL 5HEATHIN6 NAILED b"O.G.AT THE PANEL EDGE. _ - E 4x4 WOOD P05T 1F WALL 5HEATHING 15 NAILED 3 O.G.AT THE PANEL E96E TO OBTAIN HIGHER 5HEAR CAPACITIES, L a C HAN C E NAILING R500REMENT5 FOR 5TRUGTURAL MEMBER5 5HALL BE DOUBLED,OR ALTERNATE PROVIDE L57A 30 5TRAP NEw FLOOR JOIST - I145TALL #BC4 A5 MFRV CONNECTORS,SUCH A5 5HEAR PLATES,5HALL BE U5E9 TO MAINTAIN THE LOAD PATH. RESIDENCE A5 MRFV BY "51MP50N' PROVIDE L5TA 30 5TRAP BY 51M1z50N'OR EQUAL 2 WHEN WAWLL 5HEATHIN615 CONTINUOU5 OVER CONNECTED MEMBER5, THE TABULATED#OF OR EQUAL -52"o.c. A5 MRFV BY "51MP50N' SECURE W/12-I6D NAILS PROVIDE L5TA 30 5TRAP 5ECURE W/(e)bd NAIL5 OR EQUAL -32"o.c. °• NAIL5 SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. A5 MRF'D BY "5IMP5ON' ® TOP Q BOT. (4)EACH 510E 5ECURE W/(e)bd NAIL5 INSTALL #P544 A5 MFRV " ® TOP$ BOT. (4)EACH 510E r_nT-. BY 51MP50N'OR EQUAL 3 CORRO51ON A 16UA6E ROOFING NAIL5 AND Ib 6UA&E STAPLES ARE PERMITTED,CHECK OR EQUAL -32 o.c.5ECUREW/(0)bd NAIL5 SEGUREW/12-IbD NAILS IBC FOR ITIONAL IREMENT5 630 RUCH LANE TOP $ BOT. (4)EACH 510E - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SOUTHOLD, NY 11971 CTP4 _ � - • NEW GONG. SLAB U GROUND WIND SEIS C SUBJECT TO DAMAGE FROM WINTER ICE SHEILD GROIUND • ♦ O ♦ • - 1 - fl SNOW DESI N FROST LINE DESIGN UNDERLAYMEN7 FLOOD 1 ° ° LOAD SPEED(MPH) CRITE IA WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZAIRDS NAILING SCHEDULE ° 11 ° 45 P5 HO MPH G 5EVERE 3'-4' M to H 5 t M 11° YE5 FONWJ-q CONCRETE 4° P0C 1 5EE PLAN5 HALL RETFDETAILS NEN HIG IN ANAL YS"/S,. I� FOR FDN WALL ° ° � ° MISCELLANEOUS PROJECT DATA +N V ° a LOCATION: 630 RUC E'90--UTHOLD Y 11971 ° WIND ZONE: 110 MPH EXP05URE: B MEAN ROOF HE164T: -0" _ FLOOR TO FLOOR STRAP DETAIL HALL TO FOUNDATION 5TRAP DETAIL WALL TO FOUNDATION STRAP DETA1 DECK AND P 0 5 T 5TRAP DETAIL ROOF5PAN: 16'0" 05-043 DE51ONE0 ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL These plans are SCALE: I" = I' - O" I � SCALE: I" = I' - O" SCALE: I" = I' - O" 2 SCALE: I" = I' - O" FOR 1&2 STORY DWELLINGS an instrument CHAPTER 3 PRESCRIPTIVE DESIGN ROOF RAFTER/TRUSS TO TOP PLATE CONNECTION of service and are the property of the Architect. UPLIFT = 421#PER TABLE 3.3 Infringements MODEL DIMENSIONS FASTENERS LATERAL 15HEAR PER TABLE 3.4A (PROVIDE(3)Abd COMMON NAIL5 0 will be NO. ANCHOR NO. OF EACH R.R. t G.J. CONNECTION TO TOP PLATE5(TOE-NAILED) 6A. W H B prosecuted. VIA. 51 MP5ON 5D5 ®II ®Il Proj. NEW EXTERIOR(WALL PI1D5-5D53 14 3 II 06 2118' 130 5/& 2 - 1 I/4x3 WOOD x I I/2 ®II 4x4 WOOD PO5T WALL TO WALL CONNECTION 5GREW5 1 0 ®II Date FX15T1NG FLOOR J015T ®1I o UPLIFT = 355#PER TABLE 33o (5EE DETAIL #3 FOR CONNECTION REQUIREMENTS) IN5TALL COLUMN BA5E#LCB44 � MATERIAL: PHDS -5053 1 d GOB"pN ®1 ,o' A5 MFR2D BY 51MP50N'OR EQUAL LATERAL 15HEAR PER TABLE 3.3A (PROVIDE(3)#16d COMMON NAIL PER 5TUD TO NAILS® I6 O. FIN15H: GALVANIZED II 5ECURE W/12-I60 NAIL5 PLATE CONNECTION •o 0oo INSTALL FOUNDATION ANCHOR #F,IA INSTALLATION: - WALL ASSEMBLY TO FOUNDATION CONNECTION •o A5 MFRV BY 51MP50N'OR EQUAL U5E ALL 5PEGIFIED FA5TENER5. EE ATI N!5 FOR LOCATION PLACE THE PHO OVER THE ANCHOR BOLT. U D INSTALL 51MP50N5 CODE-RFGOGNIZED 5D51/4x3 WOOD SCREWS,WHICH ° ° UPLIFT PER TABLE 3.4B (PROVIDE(3)#bd COMMON NAIL5 0 EACH END OF { FOR HOLDOI�INS,PER ASTM TEST STANDARDS,ANCHOR BOLT PROVIDED WITH THE HOLDOWN (LAG SCREWS WILL NOT ACHIEVE AME LOAD) W5 51IOULD BE FINGER-T16HT PLU51/3 TO 112 T>�?N WITH 1-1/4"X 20 GAGE 5TRAP i 1 FOR AN IMPROVED CONNECTION,U5E A 5TEEL NYLON LOGKI T OR THREAD I A{+RH� HT11Gq� RApgy&MTOP0551Bf.EfU VEhYh -WW.A6E 5EE ELEVATION5 FOR LOGATION5 12/19/05 (2)1/2"EXP.BOJLTS®EXISTING A0HE5IVE ON THE ANCHOR BOLT. I �pNG PR 5EE PLAN5 GONG. FOUNDA1r10N WALL CARE SHOULD BE TAKEN F R 51Z 5EE 557B ANCHOR BOLTS,PACE/A FOR ANC HO OPTION5. THE DE516N I � TO NOT OVER-TORQUE THE NUT. ° ° O PER TABLE 32B (PROVIDE 515"DIA.ANCHOR BOLT5® 6'-0"O.G. ° I ENGINEER MAY 5PECIFI'ANY ALTERNATE RAGE CALCULATED TO RE515T THE ° ° ° WITHIN&-0"of ALL CORNER5 AND 6'-0"O.G.AT AS Dr ng I I TENSION LOAD FOR A SPECIFIC.10 GHORAGE LENGTH SHOULD TAKE THE ALL INTERIOR ZONE LOGAT10N5. 5EE BELOW,MORE NOTED EXI5TIN6 CONGIRETE FDN.WALL BEARIN6 PLATE HE16HT OF I NTO ACCOUNT, TO EN5URE ADEQUATE LENGTH OF ° ALL INTERIOR ZONE LOCATIONS. 5EE BELON MORE IL- THREADS TO ENGAGE . FOR 3x 51LL PLATE5 U5E 55TBL. ° TO TIE DOUBLE 2 TOGTHER,DE-516NER MUST DETERMINE THE FA57ENER5 A LATERAL 1 5HEAR PER TABLE 32A PROVIDE 5/8"DIA ANCHOR BOLT5 ° REQUIRED MEMBER5 TO ACT A5 ONE UNIT WITHOUT SPLITTING THE WOOD. 0 3'-0"0,6, Amended SetPermit 30791 A 7 EX15TIN6 FOUNDATION 5TRAP DETAIL I � G 0 R N E: R 5 T U 0 H 0 L D 0 O N N D EE T A I L G 0 L U M N 5 T R A P PETA I L N A I L I N G 5 G, H EE 0 U L E: SCALE: I I' - 0" SCALE: I" = I' - 0" SCALE: I" = 1' - 0" 50ALE: NO SCALE Scale of GENERAL CONDITIONS .4 COMPACT EACH 501L LAYER TO AT LEAST THE SPECIFIED MINIMUM DEGREE. REPEAT PROGE55 UNTIL PLAN GRADE IS ATTAINED. DAMPPROOFING .5 DO NOT PLACE BAGKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN OR CONTAINING FR05T OR IGE. I. DRAWINGS .6 PLACE BAGKFILL AND FILL MATERIALS EVENLY ADJAGENT TO STRUCTURES TO REQUIRED ELEVATIONS. TAKE CARE TO PREVENT I. FURNISH AND INSTALL MASTIC DAMPPROOFING ON EXTERIOR 51DE OF CONCRETE FOUNDATION WALLS. MASTIC SHALL BE TYPE I, GLA55 .1 IT IS THE INTENTION OF THESE PRAHIIN65 AND NOTES TO PROVIDE FOR THE COMPLETE GON5TRUGTION OF THE RE5IDENGE, INGLUDING WEDGING ACTION OF BAGKFILL AGAINST THE 5TRUGTURE BY GARRYING THE MATERIAL UNIFORMLY AROUND THE STRUCTURE TO B, TROWEL GRADE PRIMING ASPHALT MASTIC AS MANUFACTURED BY 'KARNAGK CHEMICAL CORPORATION' OR EQUIVALENT. EVERY ITEM 5HOHN, REA50NA13LY IMPLIED, OR REQUIRED TO COMPLETE ALL WORK. SHOULD ANYTHING BE OMITTED FROM THE APPROXIMATELY THE SAME ELEVATION IN EACH LIFT. 2. WHERE EXCESSIVE GROUND WATER 15 ENCOUNTERED, CONTACT ARCHITECT FOR PROPER INSTALLATION OF A WATERPROOFING DRAHIN65, NEGE55ARY TO THE PROPER CONSTRUCTION OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE RE5PON5113ILITY OF THE BAGKF THE ILL CONSTRUCTION TRUCTIHALLS ONTINCL DES BASEMENUCTURAL TOROTH ARE IN PLACE ND HALLS HAVING HAVE ATTAINED STRUCTURAL FLOORS OH TO THEM,SUPP DO RT NOT MEMBRANE, DO NOT BAGKFILL IF PERCHED OR EXCESSIVE WATER CONDITION 15 SUSPECTED OR ENCOUNTERED. No. Issued To Date CONTRACTOR TO NOTIFY THE ARGHITEGT. HE .2 DO NOT 5GALE ORAHIN65. WRITTEN DIMENSIONS SUPERSEDE 5GALED DIMENSIONS. HALLS. 2. PERMITS, FEES, APPROVALS 12. DEGREE OF COMPACTION REQUIREMENTS: INSULATION 1 OWNER 12 18 05 .I CONTRACTOR SHALL OBTAIN A BUILDING PERMIT FROM THE LOCAL TOWN OR VILLAGE PRIOR TO 5TARTIN6 ANY WORK. .1 STRUCTURAL FILL: DEN5IFY ALL 5TRUCTURAL FILL, INGLUDING RECOMPACTED EXI5TIN5 FILL AND BAGKFILL, TO A MINIMUM DEGREE .2 ALL WORK SHALL CONFORM TO THE IREQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND OF GOMPAGTION OF qO% OF THE MODIFIED PROCTOR DENSITY. I. ALL INSULATION SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION SHALL AL50 CONFORM TO THE REQUIIREMENT5 OF ANY OTHER AUTHORITIES HAVING JURISDICTION. .2 COMPACT THE UPPER 6" OF FILL IN PAVEMENT AREAS TO A MINIMUM DEGREE OF COMPACTION OF q5% OF THE MODIFIED PROGTOR CONSTRUCTION CODE OF NY STATE, 2002. .3 CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED APPROVALS, CERTIFICATES, PERMITS, INSPECTIONS, APPROVALS, DENSITY. USE PROPER SUB BASE MATERIALS ONLY. 2. UNLE55 OTHERWISE NOTED ON THE PRANIN65, INSULATION MATERIALS SHALL BE AS FOLLOH5: TESTS, ETG FOR ALL WORK PERFORMED FROM AGENCIES AND UTILITIES HAVING JURISDICTION THEREOF. .3 UNDER BUILDING SLABS, USE GRANULAR FILL, IF 50 GALLED FOR ON THE DRAHIN65. ALL EXISTING LOAM 15 TO BE REMOVED AND 3. EXISTING CONDITIONS REPLACED WITH SELECTED CONTROLLED COMPACTED BAGKFILL AS APPROVED BY A 501L ENGINEER. GRAWL SPACE R = 30 q" FIBERGLASS GATT .l GENERAL CONTRACTOR SHALL GHEG•K AND VERIFY ALL EXISTING CONDITIONS AT THE 51TE PRIOR TO THE STARTING OF WORK AND 13. BAGKFILLING FOUNDATIONS SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THE PLANS AND SPECIFICATIONS AND SHALL MAKE ALL WORK AGREE WITH SAME. .I PRIOR TO THE COMMENCEMENT OF BAGKFILLING EXCAVATIONS AS PROMPTLY, INSURE THAT THE FOLLOWING ARE COMPLETED; THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER OF ANY AMBIGUITIES OR DI5GREPANGIE5 BEFORE PROCEEDING .I ACCEPTANCE OF CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE APPLIGABLE, OAMPPROOFING AND WATERPROOFING INTERIOR 2" x 4" WALLS R = 13 3 1/2" FIBERGLASS BATT WITH THE WORK. IF ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAHIN65, .2 INSPECTION, TESTING, APPROVAL, AND RECORDING OF UNDERGROUND UTILITY LOCATIONS; THE CONTRACTOR SHALL GALL THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW .3 CONCRETE FORMWORK HAS BEEN REMOVED; ROOF INSULATION R = 30 q" FIBERGLASS BATT No. Revision Date THE ABOVE PROCEDURE, HE SHALL ASSUME ALL RESPONSIBILITY FOR THE CONSEQUENCES OF HIS AGTION5 AND/OR DEGI5ION5. .4 SHORING HAS BEEN REMOVED; 3. INSULATION MATERIALS SHALL CONFORM TO THE FOLLOWING: .2 UNLE55 OTHERH15E NOTED, THE EXI5TING CONDITIONS 5HOHN ON THE ORAHIN65 WERE OBTAINED FROM FIELD DIMENSIONS. .5 TRASH AND DEBRIS HAS BEEN REMOVED; UNFAGED FIBERGLASS BATTS A5TM G665, TYPE I; 4. SUPERVISION .6 PLACEMENT OF HORIZONTAL BRACING ON HORIZONTALLY SUPPORTED WALLS 15 COMPLETE AND SAFE; KRAFT FAGED BATT5 A5TM G655, TYPE III, GLA55 A; .I THE CONTRACTOR SHALL PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED, SKILLED AND 3 FOOTING OR OTHER DRAINAGE FACILITIES ARE IN PLACE. FOIL FACED BATTS A5TM G665, TYPE III, GLA55 B. CAPABLE IN THE NECESSARY GRAFTS, AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENT5 AND THE METH005 .2 ALL BAGKFILL MATERIAL SHALL BE GLEAN FILL. BAGKFILL TO BE FREE OF WOOD, TRASH, DEBRIS AND ALL ORGANIC MATERIALS. 4. ALL INSULATION SHALL BE LABELED A5 TO TYPE, MANUFACTURER, AND R VALUES. NEEDED FOR THE PROPER PERFORMANGE OF THE WORK. 14. GRADING 5. INSULATION .2 THE CONTRACTOR SHALL FURNISH AND USE EQUIPMENT ADEQUATE IN SIZE, CAPACITY AND QUANTITY NEGE55ARY TO ACCOMPLISH .1 PERFORM ALL ROUGH AND FINISH GRADING REQUIRED TO ATTAIN THE ELEVATIONS SHOWN ON THE DRAHIN65. .I INSTALL ALL EXTERIOR WALL INSULATION IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. THE WORK INCLUDED HEREIN, IN A TIMELY MANNER. .2 WHERE CHANGES OF SLOPE ARE INDICATED ON THE DRAWINGS, CONSTRUCT ROLLED TRANSITIONS HAVING A MINIMUM RADIUS OF .2 INSULATION IN EXTERIOR WALLS SHALL BE PLAGED WITHOUT GAPS OR VOIDS BETWEEN INSULATION. WHERE PIPES AND ELECTRICAL .3 IN PROGURING ALL ITEMS TO BE FURINI5HEO AS PART OF THI5 WORK, IT 15 THE GENERAL GONTRAGTOR'5 RESPONSIBILITY TO VERIFY APPROXIMATELY 8'-0", UNLE55 ADJACENT CONSTRUCTION WILL NOT PERMIT SUCH A5 TRANSITION, OR IF SUCH A TRANSITION DEFEATS OEVIGE5 OCCUR IN EXTERIOR WALLS, PLACE INSULATION BEHIND SAME, WITHOUT INTERRUPTION. THE DETAILED REQUIREMENTS OF THE 5PEGIFIGALLY NAMED GODE5, 5TANDARD5 AND REFERENCES AND TO VERIFY THAT THE ITEMS POSITIVE CONTROL OF DRAINAGE. .3 INSTALL BATT5 WITH FACTORY APPLIED MEMBRANE FAGING THE WARM 51DE OF THE BUILDING SPACE. PROCURED FOR USE IN THIS WORK MEET OR EXCEED THE 5PEGIFIED REQUIREMENTS. .3 GRADE AREAS ADJACENT TO BUILDINGS TO ACHIEVE DRAINAGE AWAY FROM STRUCTURES AND TO PREVENT PONDING. .4 INSTALL TIGHTLY AROUND ALL EXTERIOR OPENINGS PERIMETERS, FILL IN COMPLETELY THE SPACE BETWEEN WALL FRAMING AND .4 CONTRACTOR SHALL COORDINATE ALL WORK, INGLUDING COORDINATION WITH ANY OTHER SUBCONTRACTORS HIRED BY THE OWNER THE FRAME OF HINDOH5, DOOR5, SLEEVES, ETC. 50 AS TO ASSURE THE PROPER AD' TIMELY PERFORMANCE OF WORK FOR THE OVERALL 5GHEOULING OF THE PROJECT. .5 AFTER BATT INSULATION 15 COMPLETELY INSTALLED AROUND EXTERIOR OPENINGS, PROVIDE INSULATION SEALANT OVER BATTS. .5 DE516N LOADS: ROOM OR SPACE LIVE LOAD GONGRETE 6. SOUND INSULATION ROOF 45# PER 50. FT. .I APPLY SOUND INSULATION AND SOUND ATTENUATION BLANKETS WITHIN PARTITIONS CONTINUOUSLY WITH TIGHT JOINTS. INSULATION FIRST FLOOR 45# PER 50. FT. I. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF AGI-304-84 "SPECIFICATIONS FOR MUST EXTEND FROM FLOOR TO CEILING AND FOR THE ENTIRE LENGTH OF THE PARTITION WITHOUT ANY VOIDS. SECOND IFLOOR 40# PER 50. FT. STRUCTURAL GONGRETE FOR BUILDINGS" (Fc = 3000 P51). .2 WHERE ELECTRIC BOXES OR 51MILAR ITEMS PENETRATE THESE PARTITiON5, WRAP THE INSULATION AROUND SUCH BOXES AND THE 2. PROVIDE 5 MIL THICK POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GR,AOE. LIKE 50 A5 NOT TO INTERRUPT THE CONTINUITY OF THE INSULATION. 3. PRIOR TO BAGKFILLING, TROWEL ON MASTIC, OAMPROOFING AT THE EXTERIOR OF THE NEW iGONGRETE WORK. .3 5EGURELY FASTEN THE INSULATION TO THE PARTITION CONSTRUCTION. DEMOLITION 4. ALL FOOTINGS AND FOUNDATIONS SHALL REST ON UNDISTURBED 501L WITH A MINIMUM 5011., BEARING GAPAGITY OF 2 TONS PER SQUARE FOOT (2,000 P5F). FOOTINGS SHALL HAVE MINIMUM OF 3'-0" OF COVER, AS MEASURED FROIM THE BOTTOM OF THE FOOTING TO THE David I. CONTRACTOR SHALL VI51T THE 51TE TO DETERMINE THE CONDITIONS OF THE EXISTING STRUCTURES TO BE REMOVED. FINISHED GRADE DIRECTLY ABOVE FOOTING, OR A5 OTHERH15E REQUIRED BY LOCAL AUTHOIRITIE5 HAVING JURISDICTION THEREOF. ROOFING AND FLA5HING (REFER TO ATTACHED COPPER ROOF SHINGLE SYSTEM) 2. CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS WITH MINIMUM INTERFERENCE WITH EXISTING RESIDENTS, ROADS, 5. PRIOR TO THE PLACEMENT OF ANY FOUNDATION CONCRETE, THE CONTRACTOR SHALL HAVE TrHE LEVEL OF AGGEPTABLE BEARING STRATA STREETS, HALK5, AND ADJAGENT OCCUPIED FAGILITIE5. ENSURE THE SAFETY OF ALL PERSONS AND BUILDINGS AROUND THE AREA OF VERIFIED IN THE FIELD BY AN INDEPENDENT 501L TESTING AGENGY. Howell DEMOLITION. CONDUCT OPERATIONS TO) PREVENT INJURY TO ADJACENT BUILDINGS, STRUCTURES, FAGILITIE5, PERSONS AND PROPERTY. 6. ALL CONCRETE WORK SHALL BE POURED IN PLACE. ALL FOOTIN65 AND FOUNDATION WALI_55 SHALL BE FORMED USING WOOD FORMWORK. , 3. PROMPTLY REPAIR ANY DAMAGES TO ADJAGENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT NO ADDITIONAL 605T TO OWNf-R. 7. GONGRETE FOOTIN65 SHALL NOT BE PLAGED IN OR UNDER WATER. • 4. USE ALL MEANS NEGE55ARY TO CONTROL DUST ON AND NEAR THE WORK AND ON AND NEAR ALL LOADING AREAS 15 SUCH DUST 15 8. CONCRETE GOMPRE551VE STRENGTH FOR ALL FOOTINGS, FOUNDATION WALLS, PIERS, AND OTTHER STRUCTURAL ELEMENTS SHALL BE Design CAUSED BY THI5 GONTRAGTOR'5 OPERATIONS DURING PERFORMANCE OF THE WORK, OR IF RESULTING FROM THE CONDITION IN WHIGH THE 3,000 P51 (Fc = 3,000 P51). GONCRETE GOMPRE551VE STRENGTH FOR ALL INTERIOR 5LA£>5 ON GRADE SHALL BE 5,000 P51, EXCEPT CONTRACTOR LEAVES THE SITE. FOR 5LA65 IN GRAHL SPACES WHIGH SHALL BE 5,500 P51. 5. REMOVE EXISTING GUTTERS AND LEADERS AND INSTALL NEW LEAFGUARD GUTTER SYSTEMS UNITS, .032 GA, SEAMLESS ALUMINUM, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL UNDERGROUND UTILITIES, INCLUDING ORYHELL5, LAWN q. CONCRETE 5LAB5 ON GRADE SHALL BE 4" THICK CONCRETE, TROWELED AND FLOAT FINI5HEIR EXCEPT IN GARAGES, WHERE 5LA6 SHALL COLOR BY OWNER. PROVIDE 5EAMLE55 ALUMINUM LEADERS AND ELBOWS,COLOR TO MATCH GUTTERS AND PROVIDE SPLASH BLOCKS SPRINKLER SYSTEMS, ETC PRIOR TO COMMENCING ANY DEMOLITION. BE A MINIMUM OF 5" THICK. PROVIDE bxbxlO/10 WOVEN WIRE MESH IN ALL 5LA135 ON GRADE. AS REQUIRED. 200 PARK AVENUE SOUTH 6. THOROUGHLY MOISTEN ALL 5URFAGE5 AS REQUIRED TO PREVENT DUST FROM BEING A NU15ANGE TO THE PUBLIG, NEIGHBORS, AND 10. FURNISH AND PLACE ALL ANCHOR BOLTS, SLEEVES, INSERTS AS REQUIRED. 1/2"41) ANCHOR BCOLT5 SHALL BE PLAGED AT A MAXIMUM OF 3'-0" NEW YORK, NY 10003 GONGURRENT PERFORMANCE OF OTHER WORK ON THE SITE. USE WATER 5RINKLING AND TEMPORARY ENCLOSURES TO LIMIT THE AMOUNT GENTER5, AND PLAGED A MAXIMUM OF 1'-0" FROM CORNERS. OF DIRT AND DUST ARISING AND 5GATTERING IN THE AIR TO THE LOWEST PRACTICAL LEVEL. LIMIT THE AMOUNT OF WATER USED TO II. FURNISH AND PLACE ALL STEEL REINFORCEMENT A5 INDICATED ON THE DRAHING5. REINFOWIN6 STEEL SHALL CONFORM TO A5TM A-615 GAULKING (212) 477-7700 PREVENT HAZARDOUS CONDITIONS, SUCH AS FLOODING. GRADE 60. FAX (212) 477-0149 7. GLEAN ADJACENT 5TRUGTURE5 AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. ADJAGENT I. PROVIDE GAULKING AND 5EALANT5 AS REQUIRED BETWEEN VARIOUS MATERIALS AND JOINTS IN ACCORDANCE WITH INDUSTRY EMAIL: DAVID®DAVIDHOIPELL.NET AREAS SHALL BE LEFT IN CONDITION EA15TIN6 PRIOR TO THE START OF THIS WORK. 5TADARD5 AND PRAGTICES. 8. DEMOLISH ALL PORTIONS OF THE 5TRUGTURE5 INDICATED ON THE DRAHINC25 AND REMOVE ALL DEBRIS FROM SITE. STRUCTURAL STEEL 2. SEALANT MATERIALS • ♦ • ♦ • q. PROCEED WITH DEMOLITION IN A 5Y5TEIMATIG MANNER, FROM TIP OF STRUCTURE TO GROUND. COMPLETE DEMOLITION WORK ABOVE .I SEALANT MATERIALS SHALL CONFORM TO: EAGH FLOOR OR LEVEL PRIOR TO 0151NRBIN6 SUPPORTING MEMBERS ON LOWER LEVELS. I. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG 5PEGIFIGATION5 F09R THE DESIGN, FABRICATION AND EREGTION .I 51LIGONE PRODUCTS: FEDERAL SPECIFICATION TT-5-001543; 10. BREAK UP AND REMOVE CONCRETE SLABS ON GRADE, UNLESS OTHERWISE INDICATED. DEMOLISH AND REMOVE BELOW GRADE H0005, OF STRUCTURAL STEEL FOR BUILDINGS." .2 ONE COMPONENT PRODUCTS: FEDERAL 5PECIFIGATION TT-2-00230G. Arcalhek METALS AND ALL OTHER MATERIALS EMGOUNTEREO DURING DEMOLITION. 2. STEEL PRODUCTS SHALL CONFORM TO THE FOLLOWING A5TM DE5I6NATION5: .2 SEALANT PRODUGT5 SHALL BE AS MANUFACTURED BY 'DOH CORNING CORP' OR 'GENERAL ELECTRIC COMPANY', 51LIGONE PRODUCTS 11. WHERE EXISTING HALLS ARE REMOVED OR NEW OPENINGS ARE GALLED FOR IN EXISTING HALLS PRIOR TO REMOVAL OF EXISTING 5TRUGTURAL STEEL...................................................A36 _ DIVISION. M ; HALLS GEILING BEAMS, ROOF RAFTERS5, ETC. CONTRACTOR SHALL BRACE EXISTING A5 REQUIRED UNTIL NEW STRUCTURAL MEMBERS 3. ALL STEEL FLITGH PLATES TO BE THRU-BOLTED TO WOOD MEMBERS WITH 5/8"O. STEEL BOL 15 AT 12 oc, 5TAG6ERED (IF NEGE55ARY). .3 SEALANTS SHALL BE ELA5TIG, WATERPROOF AND NON-GORRO51VE. COMPOUND WHEN SET MUST BE FIRM BUT NOT HARD OR BRITTLE AS 5PEGIFIED ARE INSTALLED. 4. FLOOR LEVELS, COLUMN CENTERS, AND OFF5ET5 ARE TO BE FIELD DIMENSIONED PRIOR TO FFABRIGATION AND INSTALLATION. AND MUST PROVIDE LONG LIFE, ELA5TIGITY AND COMPLETE AND PERMIANENT ADHESION TO THE MATERIALS ON BOTH SIDES OF THE ARCHITECTS P . C . 12. ALL ITEMS REMOVED IN THE GON5TRUGTr1ON SHALL REMAIN THE OHNER'5 PROPERTY WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE JOINT. AFTER APPLICATION, THE COMPOUNDS MUST NOT 5A6, GRAGK, OR SHRINK UNDER ANY HEATHER CONDITIONS, NOR MUST THEY CARTED OFF THE 51TE AND LEGALLY D)15PO5EO OF. ITEMS OF SALVAGEABLE VALUE TO THE CONTRAGT:)R MAY BE REMOVED FROM THE BE OF SUCH NATURE A5 TO STAIN OR 015GOLOR MATERIALS TO WHIGH THEY ARE APPLIED. 356 NEW YORK AVENUE 5TRUGTURE(5) A5 THE WORK PRO6RE55E5. SALVAGED ITEMS MUST BE REMOVED FROM THE 51TE AS SOON AS THEY ARE REMOVED FROM LUMBER .4 SEALANTS SHALL BE OF COLORS TO MATCH ADJAGENT 5URFAGE5 AS SELECTED BY THE OWNER. HUNTINGTON, NY 11743 THE STRUCTURE. 3. BACKUP MATERIALS 13. CONTRACTOR SHALL EXERCISE GOOD JJUDGMENT TO MINIMIZE DAMAGE TO EXISTING AREAS (INGLUDING ..AWN AND SHRUBS). AREAS I. ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED, AND SHALL BE INSTALLED IN SUCH /.11ANNER A5 TO LEAVE GRADE MARK .I ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH MANUFAGTURC'R'5 PRINTED RECOMMENDATIONS, FOR THE APPROVED (631) 427-0295 DAMAGED DUE TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO APPI-IONAL COST TO THE OWNER. EXPOSED. SEALANT SYSTEM BEING APPLIED. FAX (631) 427-0297 14. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK ABUTS EX15T:'-IG. 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR NO. 2 OR BETTER; Fb = 875, E = IA00,000; DRE55ED FOUR SIDES (545), UNLE55 .2 BRUSH OUT ALL L005E MATERIALS USING THE APPROPRIATE TOOL FO, THE HRFAGE TO BE GLEANED, AND REMOVE ALL DIRT, DUST, 15. REMOVE ALL DEBRIS, RUBBI5H AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. BUR! NG OF DEMOLISHED MATERIALS OTHERWISE NOTED ON DRAWINGS. OIL, GREASE, AND OTHER L005E PARTICLES PRIOR TO APPLYING SEALANT MATERIALS. BE SURE ALL SURFACES ARE DRY. EMAIL: ARCALHEK®CONVERSENT.NET SHALL NOT BE PERMITTED. OBTAIN AN[) PAY FOR ALL PERMITS REQUIRED FOR REMOVAL OF DEBRIS. 1RAN5PORT MATERIALS REMOVED 3. UNLE55 OTHERWISE NOTED ON THE DRAWINGS, PLYWOOD SHEATHING SHALL BE IN AGGORD;,::;_F= WITH THE FOLLOWING: .3 INSURE THAT SURFACES ARE COMPATIBLE FOR SEALANTS BEING APPLI=D AND 5TRIGTLY FOLLOW SEALANT MANUFAGTURER'5 PRINTED FROM DEMOLITION AND DISPOSE OFF 51TE. �' DESCRIPTION 5PEGIE5 GRADE MIN. THIGKME55 NO. OF PLIES INSTRUCTIONS FOR SURFACE PREPARATION. Ib. CONTRACTOR SHALL OBTAIN A DESIGNATED LOCATION FROM THE OWNER FOR THE PLACEMENT OF TRASH AND ROLL-OFF CONTAINERS. HBFLOORING FIR COX Lj 3/4N 5 .4 WHERE THE USE OF BACKUP MATERIALS ARE REQUIRED, USE TUBE OR ROD STOCK AS REQUIRED, HOWEVER, MAXIMUM DEPTH OF LJ CARE SHALL BE TAKEN 50 THAT CONTAINERS DO NOT DAMAGE EXISTING PAVED OR LANO50APE0 5URFAGE5 RESULTING FROM UDERLAYMENT FIR P 4 T5 3/8 BACKUP MATERIAL SHALL NOT EXCEED TWO TIMES THE WIDTH OF THE £iN15HEO JOINT. CONTAINER LOADING AND/OR UNLOADING OPERATIONS. EXTERIOR HALL SHEATHING PINE (OR FIR) COX 1/2" 4 S JOINTS 17. GONTRAGTOR SHALL BE RESPONSIBLE IN OBTAINING THE CERTIFICATE OF OCCUPANCY. ROOF SHEATHING PINE (OR FIR) COX 1/2" 4 .5 JOINTS UP TO 1/4" IN WIDTH AND MORE THAT 3/4" DEEP AND JOINTS UP TO 1/2" IN WIDTH AND MORE THAN 30' DEEP MUST BE FILLED 18. CONTRACTOR SHALL FILE CERTIFICATE: OF WORKMEN'S COMPENSATION AND 015ABILITY CERTIFICATE WITH THE BUILDING DEPARTMENT ALL 5HEATHING SHALL EXTEND OVER A MINIMUM OF TWO FRAMING BAYS, UNLESS OTHERWISE: NOTED. HORIZONTAL JOINTS IN SHEATHING WITH BACKING MATERIAL. La C HAN C E BEFORE STARTING WORK. TO BE SUPPORTED WITH BLOCKING. .600 NOT TWIST OR BRAID BACKUP MATERIALS. 4. ALL WOOD 50LE PLATES, SILLS, OR OTHER WOOD DIRECTLY IN CONTACT WITH CONCRETE Of?MASONRY SHALL BE TREATED LUMBER. 3 PRIME SURFACES RECEIVING SEALANT IN ACCORDANCE WITH THE SEALANT MANUFAGTURER'5 RECOMMENDATIONS. PRIMING, WHERE RESIDENCE 5. ALL PLYWOOD HALL SHEATHING SHALL BE 4-PLY FIR, 1/2" THICK, COX. ALL SHEATHING 5HALLL EXTEND OVER A MINIMUM OF TWO REQUIRED, SHALL BE DONE WITH A BRUSH OR OTHER APPROVED MEANS THAT WILL REACH ALL PARTS OF THE JOINT TO BE FILLED EXCAVATION FRAMING BAYS. WITH COMPOUND. SURFACES ADJAGENT TO JOINT SHALL BE MARKED FOR PROTECTION. .8 PROVIDE A BOND BREAKING MATERIAL AS RECOMMENDED BY THE SEALANT MANUFACTURER. I. EXCAVATION SHALL INCLUDE THE REMONVAL OF ALL MATERIALS OF EVERY KIND OR NATURE WHIGH MAY BE REQUIRED FOR THE EXECUTION A MASK AREAS ADJAGENT TO JOINTS IF NEGE55ARY TO OBTAIN A NEAT SEALER LINE. OF THE WORK. EXCAVATION SHALL INaLUDE THE REMOVAL OF ALL ROCK, BOULDERS AND OTHER O55TRUGTION5 UP TO 1 1/2 CUBIC, YARDS ROUGH CARPENTRY .10 APPLICATION MUST BE BY HAND GUN OR PRESSURE EQUIPMENT ACCORDING TO MANUFAGTURER'S INSTRUCTIONS. IN SIZE. EXCAVATION WILL NOT BE GON51DERED COMPLETED UNTIL APPROVED BY INSPECTION. .II EXGE55 SEALANT MUST BE GLEANED FROM NON-POROUS SURFACES HHILE IN UNCURED STATE WITH A GOMMERGIAL SOLVENT. ON 630 RUCH LANE 2. EXCAVATE TO GRADES AS SHOWN ON 7HE DRAWINGS. WHERE EXCAVATION GRADES ARE NOT 5HOHN ON THE DRAWINGS, EXCAVATE AS I. ALL FRAMING SHALL CONFORM WITH GOOD STANDARD PRACTICES OF PLATFORM FRAMING AND COMPLY WITH THE REQUIREMENTS FOR POROUS SURFACES, EXGE55 SEALANT MUST BE ALLOWED TO CURE AND THEN BE REMOVED BY ABRASION OR OTHER MECHANICAL REQUIRED TO ACCOMMODATE THE INSTALLATION. LEVELING: REMOVE ALL RUTS, HUMMOCKS, AND OTHER UNEVEN SURFACES BY SURFACE WOOD CONSTRUCTION IN THE CODE MANUAL OF THE STATE BUILDING CONSTRUCTION CODE. /ALL WORK SHALL BE ACCURATELY FRAMED MEANS. ALLOW SEALANT JOINT TO CURE FOR AT LEAST 48 HOURS. SOUTHOLD, NY 11971 GRADING PRIOR TO PLACEMENT OF FILL. PLUMB, LEVEL AND TRUE, HELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A R16HO STRUCTURE. .12 SURFACES WITH PROTECTIVE COATINGS TO WHIGH THE SEALANT MUST BOND SHALL BE WIPED WITH A RECOMMENDED SOLVENT TO • ♦ • ♦ • 3. WHERE G7 HIOT ION5AND RESULT FROM THE REMOVAL OF SURFACE OR SUBSURFACECTED BY OBSTRUCTIONS, ARCHITECT. EN THE DEPRESSION TO EQUIPMENT 2. BEAPPARTTIIITIONS SHALL HAVE 50L D 2" x 4" BLOGKINS SHALL RECEIVE A NGUAND�FIIRE STOPS ABLE TOP T EMIDITH HEIGHT BEDTWEENI4 ALL VERTICAL 5TUD5. PROVIDERING A MINIMUM .13 CAEMOVE ANY OIL DEP051T OR PROTECTIVE COATING. ULKED JOINTS, AFTER THEY HAVE BEEN COMPLETELY FILLED, SHALL BE NEATLY POINTED AND FINISHED. THE EXTERIOR JOINTS WORKING WIDTH AND REMOVE ALL DEB3RI5 AND SOFT MATERIAL A5 D 4. FURNISH ALL FACILITIES AND MATERIALL5 NEEDED TO PREVENT THE EARTH AT BOTTOM OF EXCAVATION FROM BECOMING FROZEN. HEADER OF (2) 2" x 8" AT ALL OPENIN65 IN BEARING HALLS, UNLE55 OTHERWISE NOTED at' 'THE DRAWINGS. SHALL BE NEATLY POINTED TO MAKE A 5LI6HTLY CONCAVE JOINT, THE EDGES OF WHIGH ARE FLUSH HITH ADJAGENT HRFAGE5. CATIONS I 5. EXGAVATING FOR FOOTINGS: 3. ALL OPENINGS IN ROOF OVER FOUR SQUARE FEET IN AREA SHALL BE FRAMED WITH A MINIMWM OF DOUBLE HEADERS AND TRIMMERS, .14 ALL CAULKED JOINTS SHALL BE MADE WATERTIGHT AND WEATHERPROOF. .I EXCAVATE FOR FOOTIN65 AND FOWNDATION5 ONLY AFTER GENERAL SITE EXCAVATING, FILLING AND GRADING ARE COMPLETE. UNLE55 OTHERWISE NOTED ON THE DRAWINGS. ALL TAIL BEAMS SHALL BE SUPPORTED WITH APPROVED TYPE STIRRUP HANGERS OR A .2 VERIFY THAT ALL COMPACTION 15 COMPLETE AND APPROVED PRIOR TO EXCAVATION FOR FOOTING5. CONTINUOUS WOOD LEDGER STRIP. SIDING .3 EXCAVATE TO THE ESTABLISHED LINES AND GRADES. GUT OFF BOTTOM OF TRENGHES LEVEL, AND REMOVE ALL L005E SOIL. WHERE 4. ALL OPENINGS IN HALLS AND PARTITIONS SHALL REGEIVE A HEADER BEARING ON ONE GRIPPLE (JACK) 5TUO CONTINUOUSLY FASTENED SOFT SPOTS ARE ENCOUNTERED, REMOVE ALL DEFECTIVE MATERIAL AND REPLACE WITH LEAN CONCRETE OR COMPACTED STRUCTURAL TO A FULL LENGTH STUD ABUTTING HEADER, EACH SIDE. I. PROVIDE NUMBER I GRADE WESTERN CEDAR PERFECTION SANDED I6" LENc�TH FILL AT NO ADDITIONAL G05T TO 1THE OWNER. 5. PROVIDE GROSS BRIDGING AT A MAXIMUM OF 8'-0" oc FOR ALL FLOOR JOISTS AND GEILIN(6 JOISTS. BRIDGING SHALL BE I" x 3" CRO55 2. INSTALL ALL SHAKES OVER 30# BUILDING FELT OR "TYVEK" TYPE BUILDING WRAP. .4 ALLOW A HFFIGIENT DISTANCE FROM FOOTINGS AND FOUNDATIONS TO PERMIT PLACING AND REMOVING CONCRETE FORMWORK, BRIDGING, SOLID WOOD BLOCKING 2" x DEPTH OF MEMBER OF 18 GAUGE METAL GR055 BRIIDGING. 3. ALL COPPER FLA5HIN65 ARE TO BE INSTALLED OVER ALL WINDOW HEADS INSTALLATION OF 5ERVIGE5, OTHER: CONSTRUCTION REQUIRED, AND FOR INSPECTION. 6. ALL BUILT-UP HOOD GIRDERS, HEADERS, LINTELS, ETC SHALL BE PROPERLY FASTENED TO,65ETHER TO ACT AS ONE. WHERE CONTINUITY BELT TRIM AND FA5GIA5 PRIOR TO INSTALLATION .5 IN EXCAVATING FOR FOOTIN65 ANP FOUNDATIONS, TAKE CARE NOT TO DISTURB BOTTOM FOR EXCAVATION: 15 REQUIRED AND 5PLIGE5 ARE NECESSARY FOR LENGTHS OVER 24'-0", THE CONTRACTOF? SHALL OBTAIN SPLICE POINTS FROM THE 4. ALL SHAKES ARE TO BE STAINED AT ALL FOUR SIDES PRIOR TO INSTALLATION. .I EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST BEFORE CONCRETE 15 PLAGED. ARCHITECT. JOINTS SHALL NOT OCCUR AT CRITICAL POINTS. 5. SHAKES ARE TO BE EXPOSED 7" TO THE HEATHER. .2 TRIM BOTTOM TO REQUIRED LINES AND 67RADE5 TO LEAVE 50LID BASE TO RECEIVE CONCRETE. 7. TOP FLANGES OF GIRDERS, MA50NRY HALLS AND IN OTHER LOCATIONS A5 REQUIRED,5HAI_LL BE BRACED TO FRAMING MEMBERS WITH 6. ALL STARTER COURSES ARE TO BE 1/2" CLEAR OF FELT BOARDS TO AVOID MA15TURE OB5OR13TION 7. HORIZONTAL SPACING OF ALL SHAKES SHALL BE BETWEEN 1/8" TO 1/4" TO ALLOW FOR EXPANSION. .3 WHERE BOTTOM OF EXCAVATION HAS BEEN DISTURBED OR OTHERWISE UNSUITABLE TO PROPERLY SUPPORT FOUNDATIONS IN THE APPROVED TYPE METAL ANCHORS OR TIES. PROVIDE A 51DE LAP OF 1 1/2" BETWEEN JOINTS IN HGGE551VE COURSES 05-043 OPINION OF THE 501L ENGINEER, WHETHER DUE TO FREEZING, POOR WORKMAN5HIP OR ERRORS, THESE EXGAVATION5 ARE TO BE 8. PROVIDE DOUBLE MEMBER FLOOR JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOIST. 8. EACH SHAKE SHALL BE SECURED WITH (2) CORROSIVE RESISTANT FASTENERS. These plans are CARRIED TO A LOHER DEPTH, 5UFFIIGIENT To PROVIDE STABLE BEARINGS AS DETERMINED BY THE 501L ENGINEER, AT q. WOOD JOISTS To BE FRAMED OUT To ALLOW FOR PLUMBING ROUGHING AND FITTINGS. WOOED JOISTS To HAVE A MINIMUM OF 4 TYPE 304 OR 316 5TAINLE55 STEEL HOT DIPPED ZING COATED OR ALUMINUM NAILS. an instrument GONTRAGTOR'5 EXPENSE. BEARING UNLE55 OTHERWISE NOTED OR SHOWN. ANY SHAKE OVER 10" WIDE SHALL HAVE (2) ADDITIONAL NAILS INSTALLED I" O.G. FROM CENTER OF SHAKE .6 UNDER FOOTINGS AND FOUNDATIONS FILL OVER EXCAVATED AREAS WITH GONGRETE BY EXTENDING THE IDICATED BOTTOM 10. ALL EXP05ED PIPING AND STEEL BEAMS IN FINISHED ROOMS SHALL BE BOXED AND REAMED TO RECEIVE GYPSUM HALL BOARD, q. ALL NAILS SHALL BE CONGEALED 2" FROM THE BUTT LINE AND 3/4" FROM EACH EDGE. of service and ELEVATION OF THE FOOTING OR BASE TO THE EXCAVATION BOTTOM, WITHOUT ALTERING THE REQUIRED TOP ELEVATION. UNLE55 OTHERN15E NOTED. are the property .1 BAGKFILLING FOR OVER EXCAVATED AREAS SHALL BE PERFORMED AT NO ADDITIONAL G05T TO THE OWNER. 11. PROVIDE ALL OPENINGS REQUIRED FOR RECESSED MEDICINE CABINETS, CLOTHES HAMPERS, CONVECTORS, ETC, WITHIN FRAMING. of the Architect. 6. SPOIL AND BORROW MATERIALS 12. PROVIDE SILL SEALER AND TERMITE SHIELD UNDER ALL SILL PLATES AND ABOVE EXTERIOR: FOUNDATION HALL5. Infringements .I DISPOSE OF UNSATISFACTORY EXCAVATED MATERIAL AND 5URPLU5 SATISFACTORY MATERIAL, AWAY FROM THE 51TE AT DISPOSAL 15. No STRUCTURAL MEMBERS SHALL BE LE-55 THAN 8" ABOVE GRADE. DOORS will be AREAS ARRANGED AND PAID FOR 15Y THE CONTRACTOR. MANUFACTURED BY 51MP50N OR EQUAL. .2 OBTAIN MATERIAL REQUIRED FOR FILL OR EMBANKMENT IN EXCESS OF THAT PRODUCED HITHIN THE: GRADING LIMITS OF THE WORK I. PROVIDE WOOD DOORS AND FRAMES AS INDIGATED ON THE PRAHINC75 AND THE DOOR 5GHEOULE. ALL INTERIOR AND EXTERIOR prosecuted. FROM BORROW AREAS. MILLWORK DOORS ARE TO BE SOLID GORE, BIRCH VENEER AS MANUFACTURED BY 'MORGAN' OR EQUAL. Pro]. .3 G05T FOR BORROW MATERIALS, INCLUDING ALL TRUCKING C05T5 SHALL BE INCLUDED IN THE WORK OF THI5 SECTION. 2. STOCK FABRIGATED ITEMS WILL BE APPROVED IF THEY CONFORM GENERALLY TO SIZE, TYPE AND DETAIL AND OTHER REQUIREMENTS 7. DO NOT PLACE, SPREAD, OR ROLL AND FILL MATERIAL DURING UNFAVORABLE HEATHER CONDITIONS. DO NOT RESUME OPERATIONS I. FURNISH ALL MILLWORK, TRIM, MOLDINGS AS REQUIRED FOR THE COMPLETION OF THE WORK,, AND IN ACCORDANCE WITH THE MATERIAL INDICATED ON THE PRANIN65 AND SPECIFIED HEREIN. UNTIL MOISTURE CONTENT AND FILL DENSITY ARE 5AT15FAGTORY To THE ARCHITECT. DESCRIPTIONS BELOW. 3. KNOGK-DOWN FRAMES SHALL BE USED FOR INTERIOR DOOR FRAMES FOR WOOD DOORS IN GYPSUM WALLBOARD PARTITIONS. Date 8. PROVIDE BERMS OR CHANNELS TO PREVENT FLOODING OF 5U56RADE. PROMPTLY REMOVE ALL HATER GOLLEGTING IN DEPRESSIONS. 2. FURNISH ALL HARDWARE, FASTENERS, NAILS, 5GREH5, ANGHOR5, 5UPPORT5, ETC, REQUIRED F�:OR THE INSTALLATION OF THE MILLWORK. 4. ALL FINISHED WORK SHALL BE STRONG AND RIGID, NEAT IN APPEARANCE, SQUARE, TRUE AND FREE OF DEFECTS, WARP OR BUCKLE. E = q. WHERE 501L HAS BEEN SOFTENED OR ERODED BY FLOODING OR PLACEMENT DURING UNFAVORABLE WEATHER, REMOVE ALL DAMAGED 3. UNLE55 NOTED ON THE DRAWINGS, ALL MOLDINGS SHALL BE FINGER JOINED, PAINT GRADE, MHO. 2 COMMON PINE OR EQUIVALENT, AND AS MOLDED MEMBERS SHALL BE GLEAN GUT, 5TRAI6HT AND OF UNIFORM PROFILE THROUGHOUT THEIR LENGTHS. . ' r' , AREAS AND RE-GOMPAGT AS 5PEGIFIED FOR FILL AND GOMPAGTION BELOW. FOLLOH5: 5. JAMB DEPTHS, TRIM, PROFILE AND BACKBENDS SHALL BE AS SCHEDULED AND SHOWN ON THE ORAWIN65. '�° ' t> Cy�� 10. PROTECTION: PROVIDE 1/2" x 3 1/2" WOOD TRIM AND MOLDINGS AT DOORS; - CLEAR MATERIAL 6. ADJUST FRAMES TO PARTITIONS AND HALLS WHERE THEY OCCUR. r� .1 BARRICADE OPEN HOLES AND DEPIRE5510N5 OCCURRING A5 PART OF THE WORK, AND P05T WARNING LIGHTS ON PROPERLY A PROVIDE I" x 12" SQUARE EDGE, CLOSET SHELVING, UNLE55 NOTED OTHERWISE ON THE DRAWINGS; 7. EDGE CLEARANCES SHALL BE PROVIDED A5 FOLLOWS: `` ?t ' ADJACENT TO OR WITH PUBLIC AREAS. OPERATE WARNING LIGHTS DURING HOURS FROM DU5K TO DAWN EACH DAY AND A5 OTHER- " PROVIDE 15/8" D. CLOSET POLE I BETWEEN DOORS AND FRAMES, AT HEAD AND JAMBS - I/8" H15E REQUIRED. .2 AT DOOR SILLS: WHERE NO THRESHOLD 15 USED - 30' MAXIMUM ABOVE FINISHED FLOOR; p+` 2 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL WHERE THRESHOLD 15 USED - 3/4" MAXIMUM ABOVE FINISHED FLOOR. MOVEMENT, WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THI5 5EGTION. FIN15H CARPENTRY .3 BETWEEN MEETING EDGES OF PAIRS OF DOORS - 10'. 11. FILLING AND COMPACTION NOTE: FINISHED FLOOR IS DEFINED A5 THE TOP SURFACE OF THE FLOOR, EXCEPT WHEN RESILIENT TILE OR CARPET IS USED, WHEN IT IS + b I REMOVE VEGETATION, DEBRIS, UNSATISFACTORY 501E MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATTER FROM GROUND SURFACE I. INSTALL ALL MILLWORK REQUIRED, INCLUDING BUT NOT LIMITED TO, ALL WOOD MOLDING5, GLL05ET 5HELVING AND POLE, KITGHEN THE TOP OF THE HBFLOOR. WHERE CARPET I5 MORE THAN 1/2" THICK, ALLOW 1/4" CLEARANCE. 12/19/05 PRIOR TO PLAGEMENT OF FILLS. P1LOH, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN ONE VERTICAL TO FOUR HORIZONTAL CABINETS, VANITIES, GOUNTERTOP5 AND BAGK5PLA5HE5. INSTALL ALL TOILET AGGE55ORIEG5 INGLUDING BUT NOT LIMITED TO TOHEL 50 THAT FILL MATERIAL WILL BOND WITH EXISTING HRFAGE. BARS, TOILET PAPER HOLDERS, AND MEDICINE CABINETS. .2 WHEN EXISTING GROUND SURFACE HAS A DENSITY LE55 THAN THE 5PEGIFIED HEREUNDER FOR THE PARTICULAR AREA, BREAK UP THE 2. DO NOT PERFORM ANY WORK UNTIL THE BUILDING 15 PROPERLY ENGL05ED AND ALL ROUGH CONSTRUCTION AND PATCHING, TILE WORK, AS raW l No. GROUND SURFACE, PULVERIZE, M015>TURE-CONDITION TO THE OPTIMUM MOISTURE CONTENT, AND COMPACT TO REQUIRED DEPTH AND ETC, I5 COMPLETED AND ACCEPTED BY THE OWNER. NOTED PERCENTAGE OF MAXIMUM DENSITY;. 3. FINISH WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS AND APPROVED SHOP DRAWINGS. ALL EXPOSED SURFACES AND Amended Set d .3 AFTER SUBGRADE COMPACTION HA15 BEEN COMPLETED, SPREAD APPROVED FILL MATERIAL IN LAYERS NOT EXCEEDING EIGHT INCHES EDGES SHALL BE FINISHED SMOOTH AND BE FREE FROM MARKS, BLEMISHES OR DEFAGEMEN4T5 OF ANY KIND CAUSED BY WORKMAN- IN UNGOMPAGTED THICKNESS. HATER OR AERATE THE FILL MATERIAL AS NEGE55ARY, AND THOROUGHLY MIX TO OBTAIN A MOISTURE SHIP OR MANUFACTURER. CONTENT WHIGH WILL PERMIT PROPER COMPACTION. 4. ALL GLO5ET5 SHALL HAVE ONE 12" WIDE SHELF, INTEGRAL WITH HANGING ROD, FULL WIDTH OF CLOSET, AS INDICATED ON THE DRAWINGS. 5. ALL OTHER SHELVING SHALL BE OF SIZES AND IN QUANTITIES INDICATED ON THE DRAHIN65., Permit # 30791 A8 1 Scale of HARDWARE WOOD FLOORING ELEGTRIGAL I. PROVIDE AND INSTALL ALL FINISH HARDWARE IN ACCORDANCE WITH THE FOLLOWING AND AS INDIGATED THE DRAWINGS. I. INSTALL WOOD FLOORING IN AGGORDANGE WITH THE DETAILS AS INDIGATED ON THE DRAWINGS. I. ALL ELECTRIC WORK SHALL GONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE, THE NEW YORK STATE BOARD OF FIRE ' ORMANGE REQUIREMENTS FOR THE APPROPRIATE CYLINDER TYPES FOUND IN THE LATEST 2. UNLE55 OTHERWISE INDIGATED ON THE DRAWINGS, OAK FLOORS SHALL BE 25/32" REPA IIHITE OAK, GRADE "A", 5ELEGT STRIP FLOORING. UNDERWRITERS AND ALL REQUIREMENTS OF LOGAL A6ENGIE5 HAVING JUR15DIGTION OVER TH15 WORK. n, .1 LOCKS SHALL MEET OR EXGEED THE P ERF EDITION OF AN51 STANDARD A156.5 FOUR AUXILIARY LOGK5 AND A550GIATED PRO DUGTS. 3. FLOORING SHALL BE BLIND NAILED, RANDOM LENGTH WITH 2 GOATS OF POLYURETHANE SATIN FINISH, 3 GOATS IN HIGH TRAFFIC. 2. ALL MODIFICATIONS TO EXISTING ELECTRIC SERVICE SHALL CONFORM TO THE REQUIREMENTS OF THE UTILITY COMPANY PROVIDING SUCH .2 DOOR PENETRATION: ALL FUNGTION5 IWITHIN ANY ONE GRADE AND SERIES OF LOGK SHALL FIT A UNIFORM DOOR PREPARATION AS 4. INSTALL BUILDING PAPER OVER PLYWOOD 5UBFLOOR PRIOR TO PLANK INSTALLATION. SERVICE. GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL FEES REQUIRED BY SAID UTILITY COMPANY. GONTRACTOR TO VERIFY THAT 5PEGIFIED BY THE MANUFACTURER. 5T-RIKE5: STRIKES FOR GRADE I AND 2 BORED, MORTISE AND NARROW STILE LOCKS SHALL FIT EXISTING ELECTRIC 5ERVIGE 15 5UFFIGIENT TO HANDLE NEW ADDITIONAL LOADS REQUIRED BY THI5 WORK. No. Issued To Date THE PREPARATION SPECIFIED IN AN51 /AI15.5 AND A115.13 AS APPLIGABLE OR AS SPECIFIED. ALL OTHER STRIKES SHALL BE THE 3. FURNISH AND INSTALL ELEGTRIG 015MBUTION WIRING AND BRANCH GIRGUIT5 A5 REQUIRED. FURNISH AND INSTALL 015TRIBUTION PANELS, MANUFACTURER'S STANDARD. 5TRIKE5 FOR INSTALLATION IN ALUMINUM MATERIAL SHALL HAVE 5/52" RADIUS CORNERS. GARPET IF REQUIRED. .3 TRIM, ROSES, ESCUTCHEONS, KNOBS, LEVERS, CYLINDER GUARDS SHALL COVER ALL DOOR PREPARATION OPENINGS. .I BRANCH CIRCUIT WIRING SHALL BE AS FOLLOW5: 1 OWNER 12 28 05 .4 5TRIKE BOXES SHALL BE FURNISHED WIITH DEAD BOLT AND LATCH STRIKES. I. PROVIDE AND INSTALL NEW CARPETING AT ALL AREAS AS INDICATED ON THE DRAWINGS. STYLE, TYPE AND COLOR BY OWNER. LIGHTING 4 GONVENIENGE......................#14 ROMEX 2 HARDWARE PROVIDE CARPET UNDERLAYMENT AT ALL AREAS THERE 15 NEW CARPET TO BE INSTALLIED. KITCHEN APPLIANCES...............................#12 ROMEX DOORS H/ARDWARE FOR EACH DOOR .2 SPECIAL CIRCUIT WIRING FOR HIGH DRAW APPLIANGE5 SUCH AS 5 OVENS AND CLOTHES DRYERS SHALL BE IN WIRE 51ZED AS REQUIRED INTERIOR DOOR 1 1/2 PAIR BUTT HINGES BY THE PARTICULAR APPLIANCE. I PREA55EMBLD PRIVACY LOCK SET PAINTING 4. FURNISH AND INSTALL DUPLEX REGEPTAGLE5, SWITCHES, JUNCTION BOXES, AND OTHER DEVIGE5 AS REQUIRED, AND A5 FOLLOW5: I STOP, 3 51LENGER5 .I DUPLEX RECEPTACLES SHALL BE PLACED A MAXIMUM OF 12'-0" APART ON ALL CONTINUOUS, USABLE WALL5 IN HABITABLE AREAS. I. ALL WORKMANSHIP MUST BE IN 5TRIGT ACCORDANCE WITH THE PRINTED RECOMMENDATIONS OF THE APPROVED PAINT MANUFACTURER AND .I GROUND FAULT INDICATOR (CFI) OUTLETS IN KITCHEN AND BATHROOMS AS REQUIRED BY THE NATIONAL ELECTRIC CODE. POCKET DOOR 1 'SINGLE POCKET DOOR SET THE PAINTING GUIDES OF THE PAINTING AND DEGORATIN6 CONTRACTORS OF AMERICA. .2 SINGLE POLE LIGHT SWITCH SHALL BE PLACED IN EAGH HABITABLE SPACE, INCLUDING WALK-IN GLO5ET5. EXTERIOR DOOR 1 1/2 PAIR BUTT HINGES 2. DELIVER PAINTS TO THE BUILDING IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT. DESTROY ALL ORIGINAL 2 ALL SWITCHES, RECEPTACLES AND PLATES SHALL BE DETERMINED BY OWNER OR ARGHITEGT AND SHALL BE AS MANUFACTURED BY I PREA55EMBLED DEAD13OLT LOGK5ET PACKAGES AFTER THE CONTENTS HAVE BEEN REMOVED. IN NO CASE REFILL THEM. LEVITON. ALL DEVIGE5 SHALL BE IN MANUFACTURE'S STANDARD COLOR 5ELEGTION5 AND BE 5ELEGTED BY OWNER. I STOP, 3 51LENGERS 3. MAINTAIN TEMPERATURE OF ROOMS AT 50 F OR MORE DURING INTERIOR PAINTING. 5. FURNISH AND INSTALL SMOKE DETECTORS AS REQUIRED BY ALL STATE AND LOCAL AUTHORITIES. No. Revision Date I WEATHERSTRIPPING 8 ALUMINUM SADDLE 4. MIX PAINT AND PAINTING MATERIALS ONLY IN AREAS WITHIN THE BUILDING DE516NAT EP 113Y THE OWNER. 6. FURNISH AND INSTALL LIGHTING FIXTURES A5 DESCRIBED BELOW AND AS INDICATED ON THE DRAWINGS. 5. STORE ALL PAINT, ENAMEL, OIL, TURPENTINE AND OTHER COMBUSTIBLE MATERIALS WITHIN THE BUILDING IN RECEPTACLES PROVIDED WITH .I RECESSED "HI-HAT" LIGHTING SHALL BE H7 HOU511165 WITH 410 TRIM RING AS MANUFACTURED BY HALO, DIVISION OF McORAW EDISON. 3. ALL FIN15H HARDWARE SHALL BE MANUFA:GTURED BY BEST OR EQUAL AND SHALL BE IN FINISH AND STYLE SELECTED BY OWNER. TIGHT GOVER5 EACH NIGHT OR AFTER EACH WORK PERIOD. TIGHTLY CLOSE SUCH RECEPTACLES, REMOVE ALL OILY OR PAINT FURNISH AND INSTALL 100 WATT, PAR R40 INCANDESCENT LAMPS FOR EACH FIXTURE INSTALLED. 4. HARDWARE INSTALLATION SATURATED CLOTHS OR WASTE FROM THE BUILDING AFTER EACH DAYS WORK PER100. '.DO NOT LEAVE ANY FLAMMABLE OR COMBUSTIBLE 2 LIGHTING FIXTURES FOR WALK-IN CLOSETS AND STORAGE CLOSETS SHALL BE STANDARD BUILDER'S INGANDE50ENT FIXTURE. .I ALL HARDWARE SHALL BE INSTALLED IN 5TRIGT AGGORDANGE WITH THE MANUFAGTURER5 DIRECTIONS AND IN COMPLIANCE WITH THE MATERIAL UNENGLO5ED WHILE INSIDE THE BUILDING. KEEP SUCH STORAGE 5PAGE5 MEAT AND GLEAN AND MAKE GOOD ALL DAMAGES .3 EXTERIOR, HALOGEN, BUILDING MOUNTED LIGHTING TO BE FURNISHED AND INSTALLED. TYPE AND MANUFACTURER BY OWNER. PROVIDE WITH THE HARDWARE SCHEDULE. CAUSED BY THI5 WORK TO 5UGH STORAGE 5PAGE5 AND THEIR 5URROUNDIN65. COVER FLOORS OF STORAGE SPACE WITH HEAVY AND INSTALL AN INTERIOR TIMER FOR THESE LIGHTING UNITS. 2 ALL LOGK5 AND BOLTS SHALL OPER.ArTE SMOOTHLY;ALL BOLTS SHALL 51T EASILY; ALL KEYS SHALL TURN EASILY. OL05ER AND BUILDING PAPER AND THEN WITH TARPAULINS. .4 BATHROOM TO HAVE (1) HEAT LAMP AND (1) 60 GFM EXHAUST FAN INSTALLED. TYPE BY OWNER, LOCATION AS INDICATED ON THE HOLDERS SHALL BE PROPERLY ADJU5':TED TO OPERATE SMOOTHLY, TO FULLY GLO5E, TO PROPERLY STOP AND TO OPEN TO THE 6. PROTEGT WORK FROM DAMAGE BY THE USE OF DROP GLOTH5. REMOVE PAINT STAINS (COMPLETELY FROM FINISHED WORK. DRAWINGS. DEGREE INDIGATED. 7. DO NOT CHANGE OR THIN ANY MATERIALS IN ANY WAY EXCEPT AS MAY BE INDIGATED ON THE MANUFACTURER'5 LABEL ON THE CONTAINER. 7. WIRE AND CONNECT ALL EQUIPMENT FURNISHED INCLUDING APPLIANGE5, EXHAUST FANS, ETC. .3 FIN15H OF HARDWARE SHALL BE CAREFULLY PROTECTED AFTER INSTALLATION. IMMEDIATELY PRIOR TO THE OWNER'S ACCEPTANCE, ANY REQUIRED THINNING OF PAINT MUST BE DONE IN COMPLIANCE WITH THE PRINTED 1145TIRUGTION5 OF THE MANUFACTURER OF THE PAINT. &. PROVIDE CATV WIRING AND RECEPTACLES AS INDIGATED ON THE DRAWING5. 5UGH PROTECTION SHALL BE REMOVED AND THE HARDWARE LEFT GLEAN AND FREE OF DAMAGE. & SURFACES TO BE PAINTED MUST BE GLEAN, DRY AND FREE FROM DIRT AND FROST. GO)VER KNOTS AND PITGH 5TREAK5 WITH SHELLAG q. PROVIDE TELEPHONE WIRING AND REGEPTAGLE5 AS INDIGATED ON THE DRAWINGS. EXACT LOCATIONS AS PER OWNER'S INSTRUCTIONS. .4 HARDWARE WITH DAMAGED MECHAN151M5 OR FIN15H SHALL BE REPLAGED AT NO ADDITIONAL 005T TO THE OWNER. OR A RE51N SEALER COMPATIBLE WITH FIN15H SPECIFIED. ILL NAIL HOLES AND MINOR IMIPERFEGTION5 WITH PUTTY BETWEEN FIRST AND 10. PROVIDE ALL CONTROL WIRING AND THERM05TAT5 FOR HVAG EQUIPMENT. LOCATION A5 PER OWNER'S IN5TRUGTION5. SECOND GOAT. COLOR OF PUTTY TO MATCH STAINED WORK. 11. PROVIDE NEW 200 AMP ELEGTRIGAL PANEL. LOCATION BY OWNER. q. COVERING MUST BE COMPLETE. WHEN COLOR, STAIN, DIRT OF UNDERGOAT5 SHOW THROU)6H THE FINAL GOAT OF PAINT, THEN WORK SHALL 12. PROVIDE OWNER WITH GERTIFIGATE OF APPROVAL FROM THE NEW YORK STATE BOARD OF FIRE UNDERWRITERS UPON COMPLETION OF BE COVERED BY ADDITIONAL GOATS UNTIL THE PAINT IS OF UNIFORM COLOR AND APPEARANGE AND COVERAGE 15 COMPLETE. THE ELEGTRIC WORK. GYPSUM WALL BOARD 10. GENERAL .1 AGGE55 DOORS, REGISTERS, PIPES, DUGT5, CONVEGTOR5, AND RECESS LININGS, U1 1LEE5 OTHERWISE INDIGATED, MUST BE PAINTED THE I. ALL GYPSUM BOARD FOR INTERIOR WALLS TO BE 50' THIGK x 48" WIDE x MAXIMUM LENGTHS POSSIBLE TO MINIMIZE BUTT JOINTS, SAME A5 THE ADJOINING WALLS. MISCELLANEOUS EXCEPT USE 5/5" TYPE "X" IN LOGATIONS AS INDIGATED ON THE DRAWINGS. GYPSUM BOARD SHALL CONFORM TO A5TM 636. .2 DOORS IN A ROOM MUST BE PAINTED ONE COLOR. TRIM AND WALLS MUST BE THE 5#\ME UNLE55 SPECIFICALLY REQUIRED OTHERWISE. 2. ALL GYPSUM WALL BOARD SHALL BE GUT BY 5GORIN6 AND BREAKING, OR BY 5AWIN6, WORKING FROM THE FACE SIDE. WHEN GUTTING PRIME GOATED BUFFS AND DOOR CLOSERS MUST BE PAINTED TO MATCH THE DOOR 'TO WHICH THEY ARE ATTACHED. 1. ALL MATERIALS, METHODS OF CONSTRUCTION, EQUIPMENT AND A55EMBLIE5 USED SHALL CONFORM TO THE REGULATIONS OF THE NY5 BY 5GORIN6, GUT THE FACE PAPER WITH A SHARP KNIFE OR OTHER 501TABLE TOOL. BREAK THE GYPSUM 130ARD IN THE REVERSE .3 ALL 5URFACE5 INSIDE CLOSETS THROUGHOUT MUST BE PAINTED THE SAME AS ROOM IN WHIGH THEY OGGUR. BUILDING CODE APPLIGABLE TO ONE AND TWO FAMILY DWELLINGS AND TO GENERALLY ACCEPTED 5TANDARD5 OF CONSTRUCTION. David DIREGTION, OR GUT THE: BACK PAPER. .4 PAINTING MU5T INGLUDE RETURNS, HAUNCHES, SOFFITS, ETC WHICH FORM A PART OF ADJACENT SURFACE. 2. INTERIOR FINISHES TO BE CLA55 "G" OR BETTER. 3. SMOOTH GUT EDGES AND ENDS OF THE GYP5UM BOARD WHERE NEGE55ARY TO OBTAIN NEAT JOINTING WHEN INSTALLED. SCORE HOLES .5 HARDWARE, ACCESSORIES, FIXTURES AND 51MILAR ITEMS PLACED PRIOR TO PAINTING MUST BE PROTECTED. 3. FLAMMABLE MATERIAL SHALL NOT BE PERMITTED AS INSULATION IN CONGEALED 5PAGE5. FOR PIPES, FIXTURES, OR OTHER SMALL OPENINGS ON THE BACK AND THE FACE IN OUTLINE BEFORE REMOVAL, OR CUT OUT WITH A SAW. 11. ALLOW PAINT TO DRY HARD BETWEEN GOATS. 4. ARGALHEK ARCHITECTS, PG SHALL MAKE PERIODIC INSPECTIONS TO DETERMINE THAT ALL WORK 15 IN COMPLIANCE WITH THE Howell 4. BOARDS SHALL BE OF MAXIMUM PRAGTIGAL LENGTH 50 THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. FIT EN05 CLOSELY, 12. THE SCHEDULE L15TED BELOW IS A GENERAL PAINTING AND FINISHING GUIDE. THI5 5GHEIDULE 15 TO BE SUPPLEMENTED BY THE DRAWINGS, CON5TRUGTION DOCUMENTS. BUT NOT FORGED TOGETHER. FIN15H 5GHEOULE5 AND THESE 5PEGIFICATION5. 5. CONTRACTOR 15 TO SUBMIT BAR CHART WITH BID. THE CHART MUST REFLECT STAGES AND PHASING FOR THIS PROJECT COMPLETE WITH • 5. APPLY WALLBOARD FIRST (WHERE APPLIGABLE) TO GEILIN65 AT RIGHT ANGLES TO FRAMING MEMBERS,THEN TO WALLS. WHERE 15. SCHEDULE FOR INTERIOR Surfaces: BEGINNING AND GOMPLETION DATES. Design HALL130ARD MEETS PROJEGTING 5URFA6,E5, SCRIBE AND GUT NEATLY. .I GYPSUM BOARD WALLS AND CL'65 NOT RECEIVING COVERINGS...........................15T GO/\7 - PRIMER/5EALER 6. UPON AWARD OF BID, CONTRACTOR 15 TO PREPARE AND SUBMIT HIS CONTRACT A5 AIA DOGUMENT AIOI STANDARD FORM OF AGREEMENT 6. HOLD GYPSUM WALLBOARD FIRMLY IN CONTACT WITH THE FRAMING MEMBERS WHILE FASTENERS ARE BEING DRIVEN. FASTENING SHALL 2ND COATr - ACRYLIC LATEX/FLAT BETWEEN OWNER AND CONTRACTOR (Ig87 EDITION) FOR OWNER'S REVIEW. El 13 13 OTT- PROGEED FROM CENTER PORTION OF THE WALLBOARD TOWARD THE EDGES AND ENDS. DRIVE NAILS AND/OR SCREWS TO PROVIDE .2 GYPSUM WALLS RECEIVING WALL COVERINGS................................................................15T GOAT -- PRIMER/SEALER HEAD PENETRATION JUST BELOW THE 6YP'5UM BOARD 5URFAGE WITHOUT BREAKING THE SURFACE PAPER OF THE GYPSUM BOARD OR .3 WOOD TRIM, WOOD DOORS AND OTHER WOODWORK.....................................................15T GOAT- - PRIMER/5EALER 200 PARK AVENUE SOUTH STRIPPING THE FRAMING MEMBER AROUND THE 5GREW SHANK. ALL IMPROPERLY DRIVEN FASTENERS SHALL BE REMOVED. 2ND GOATF - ALKYD ENAMEL NEW YORK, NY 10003 7. ALL EN05 AND EDGES OF GYPSUM BOARID SHALL OCCUR OVER FRAMING MEMBERS OR OTHER 50LID BAGKING, EXCEPT WHERE TREATED 5EMI-GLO55 JOINTS OGGUR AT RIGHT ANGLES TO FRAMING OR FURRING MEMBERS. END JOINTS SHALL BE STAGGERED AND JOINTS ON OPP051TE 14. AT THE COMPLETION OF ALL WORK TOUGH UP THE PAINT WORK;RESTORE SAME WHER-: :P MA6EP OR DEFACED AND LEAVE THE ENTIRE (212) 477-7700 51DE5 OF PARTITION SHALL BE ARRANGED TO OGGUR ON ALTERNATE FRAMING MEMBERS. WORK FREE FROM BLEMISHES. GLEAN ALL PAINT SPOTS, OIL AND STAIN FROM FLOO'r?5„ CLASS, HARDWARE, METAL WORK AND SIMILAR FAX (212) 477-0149 8. FASTENER 5PAGING 5HALL BE: ITEMS UPON COMPLETION, LEAVING WORK IN PERFECT CONDITION. EMAIL: DAVIDODAVIDHOWELL.NET .1 I6" 5TUD 5PAGIN6: 16" ON CENTER ALONG EDGES AND ON 5TUD5, U51NG I", TYPE "5" 5CREW5; .2 24" STUD 5PAGIN6: 12" ON CENTER AILONG EDGES AND ON STUDS, U51NO I", TYPE "5" 5GREW5. q. PROTECT EXTERNAL CORNERS OF GYP5UIM BOARD WITH A METAL BEAD ATTACHED TO SUPPORTING GON5TRUGTION WITH FASTENERS FIN15HE5 e ♦ • ♦ • SPACED AT 6" ON CENTER. CORNER BEADS MAY AL50 BE ATTACHED WITH A CRIMPING TOOL. 10. FIN15HINO GYPSUM BOARD I. UNLE55 OTHERWISE NOTED ON THE DRAWINGS, THE OWNER SHALL PROVIDE THE FOLLOP•ill"+G FIN15HE5: .I GYPSUM WALLBOARD SHALL BE FINI5IHED WITH MATERIALS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER'S OR TH05E .I CARPETING AND PADDING; Arcalhek MATERIALS WHICH CONFORM TO A5TMI G475. NO FINISHING OPERATIONS SHALL BE COMMENCED UNTIL INTERIOR TEMPERATURE HAS .2 WALL COVERINGS. m in in BEEN AT A MINIMUM OFCOMPLETELY DRIED.MAINTAINED ADEQUATEAND CONTINUOUSSVENTILATION SHALL BE PROVIDED TO ENSURE PROPER DRYING, SETTING OR GF FOR A PERIOD OF 4e) HOURS AND THEREAFTER UNTIL THE COMPOUNDS UTT NG OR THE ARCHITECTS, P .C . TAPING AND FINISHING COMPOUND. FURNISHINGS AND EQUIPMENT 2 REMOVE AND KEEP GYPSUM WALLBOARD FREE OF DIRT, OIL OR OTHER MATTER THAT COULD CAUSE A '_AGK OF BOND. 356 NEW YORK AVENUE .3 BRING ALL DENTS 4 GOUGES TO A 5HOOTH LEVEL PLANE OF THE BOARD SURFACE. SET THE MECHANIAL_ FASTENERS BELOW THE I. UNLE55 OTHERWISE NOTED ON THE DRAWINGS, THE OWNER SHALL FURNISH TO THE GONTR NGTOR FOR INSTALLATION FOR THE FOLLOWING HUNTINGTON, NY 11743 PLANE OF THE BOARD. ALL JOINTS SMALL BE EVEN. KEEP BOARD TIGHT AGAINST THE FRAMING MEMBERS. EQUIPMENT AND/OR FURNISHINGS: .4 APPLY THE TAPE PROPERLY EITHER E33Y APPLYING COMPOUND TO THE JOINT (BUTTERING), PRE551NG IN THE TAPE AND WIPING OFF THE .I BATHROOM VANITIES AND TOPS; THESE DRAWINGS CONFORM TO THE THE DESIGN CRITERIA FOR THI5 PROJECT (631) 427-0295 EXGE55 COMPOUND, OR BY MECHANICAL TOOLS DE516NED FOR THI5 PROCESS, TAKING CARE TO LEAV't. SUFFICIENT COMPOUND UNDER .2 TOILET ACCESSORIES. RE51DENTAIL CODE OF NEW YORK STATE CONFORMS W/ WFCM Ic(15 EDITION. THE FAX (631) 427-0297 THE TAPE TO PROVIDE A PROPER BOtNO OF THE TAPE TO THE BOARD. 2. CONTRACTOR TO PROVIDE AND INSTALL WALL MIRRORS A5 DESCRIBED ON THE DRAWINGS. S APPLY THE SECOND GOAT WITH TOOLE5 OF SUFFICIENT WIDTH TO EXTEND BEYOND THE JOINT CENTER AF''ROXIMATELY 3". DRAW THE A5 PART OF THE 2002 INTERNATIONAL CONTRA..,TOR 15 TO BE KNOWLEDGEABLE EMAIL: ARCALHEKOCONVERSENT.NET COMPOUND DOWN To A SMOOTH EVENI PLANE. AFTER DRYING OR SETTING, SAND THE TREATED SORFACu" A5 NEEDED TO ELIMINATE RE5IDENTIAL CODE OF THESE REQUIREMENTS ANY HIGH SPOTS OR EXCESSIVE COMPOUND. 6 DRYING GOMPOUND5 MUST BE ALLOWED TO DRY THOROUGHLY BETWEEN 5UGGES51VE GOATS BEFORE 5,\NDING AND THE APPLIGATION PLUMBING OF THE NEXT GOAT. i APPLY THE THIRD COAT WITH TOOLS VHAT PERMIT THE FEATHERING OF JOINT TREATMENT EDGES APPROXIMATELY 6" FROM THE I. FURNISH AND PLACE ALL ABOVE GROUND PIPING FOR COMPLETE SANITARY GOLLEGTIOM SYSTEM. CENTER OF THE JOINT. AFTER DRYING, LIGHTLY 5AND THE FINAL GOAT TO LEAVE A SMOOTH SURFACE GOVERIN6 OF THE JOINT. DO 2. FURNISH AND INSTALL COMPLETE DOMESTIC WATER 015MEVTION PIPING TAKEN FROM EXISTING WATER 5ERVIGE MAIN OR TAPPED INTO NOT RAISE THE NAP OF THE PAPER WHEN 5ANDING. EXISTING 015TRIBUTION PIPING. .8 COVER ALL FASTENER HEADS WITH THREE 5UGCE551VE GOATS EAGH APPLIED IN A DIFFERENT DIRECTION. 3. FURNISH AND INSTALL NEW PLUMBING FIXTURES AND FIXTURE TRIM AS INDIGATED ON THE DRAWINGS. La C HAN C E A BACKFILL ALL GUT-OUT5 WITH COMPOUND USED FOR TAPING OR FINISHING 50 THAT THERE 15 NO OPENING LARGER THAT 1/4" BETWEEN 4. INSTALL AND CONNECT NEW APPLIANCES REQUIRING PLUMBING CONNECTIONS. THE GYPSUM BOARD AND A FIXTURE CAR RECEPTOR. 5. COORDINATE ALL CONGEALED PIPING, INSERTS, SLEEVES, ANCHORS AND OTHER OR EMB3EDDIED ITEMS, 50 THAT THI5 WORK IS PROPERLY RESIDENCE .10 FIN15H THE CORNER. BEAD WITH 5UGGE551VE GOATS OF JOINT COMPOUND A5 DIREGTED BY THE MANUFACTURER, 50 AS TO MAKE THE COMPLETED BEFORE CONCRETE OR PARTITIONS ARE PLACED. CORNER BEADS FLUSH WITH THE BOAIRD SURFACE. 6. OBTAIN AND SECURE ALL APPLICATIONS FOR SERVICES, PERMITS AND FEES REQUIRED. .11 TAKE CARE AS TO ENSURE THAT ALL TOOLS AND CONTAINERS ARE KEPT GLEAN AND FREE FROM FOREIGN MATERIALS. USE ONLY -1. PIPING: POTABLE WATER FOR MIXING POWDER COMPOUNDS OR TO THINK PREMIXED MATERIALS. DO NOT ALLOW COMPOUNDS TO FREEZE. .I BELOW GRADE DOMESTIC WATER PIPING SHALL BE TYPE K COPPER, SOFT; II. PROVIDE WATER RESISTANT 5HEETROGK AT ALL WALL SURFAGE5 AT THE NEW BATHROOMS. PROVIDE "WONDER BOARD" WATERPROOF .2 ABOVE GRADE DOMESTIC WATER PIPING SHALL BE TYPE L HARD DRAWN, 5EAMLE555 COPPER TUBING; 5HEETROGK AT THE SHOWER AREAS. .3 BELOW GRADE SANITARY PIPING SHALL BE 5ERVIGE WEIGHT CAST IRON; 630 RUCH LANE .4 ABOVE GRADE SANITARY WASTE AND VENT PIPING 5HALL BE 5ERVIGE WEIGHT CA`_'i(T IRON PIPE CONFORMING TO A5TM A74. SOUTHOLD, NY 11971 .5 BELOW GRADE GAS PIPING SHALL BE SCHEDULE &0 STEEL PIPING GONFORMING TO )A5TM A53; • ♦ e ♦ • TILE: FLOOR AND WALL .6 ABOVE GRADE GAS PIPING SHALL BE SCHEDULE 40 STEEL PIPING CONFORMING TO A5TM A53. NOTE: IN ADDITION TO THE ABOVE REQUIREMENTS, ALL GAS PIPING SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL UTILITY I. INSTALL ALL TILE WORK IN AGGOROANGEE WITH THE RECOMMENDATIONS OF THE TILE GOUNGIL OF AMERICA. COMPANY FURNISHING THE GAS. SPECIFICATIONS II 2. LAYOUT OF TILE &. FIXTURES AND TRIM .I DETERMINE THE LOCATION OF ALL MOVEMENT JOINTS PRIOR TO THE START OF THE INSTALLATION. .I UNLE55 NOTED ON THE DRAWINGS, PLUMBING FIXTURES SHALL BE AS MANUFACTURED, BY KOHLER, OR EQUIVALENT. PLUMBING 2 LAY OUT ALL TILE WORK 50 AS TO MINIMIZE GUTTING TILE LE55 THAN ONE HALF TILE IN SIZE. FIXTURES TO BE 5ELEGTED BY OWNER. .3 LAY OUT ALL WAIN5GOT5 TO THE NEXT FULL TILE BEYOND ACTUAL DIMENSION A5 INDIGATED ON THE DRAWINGS. .2 TRIM FOR PLUMBING FIXTURES SHALL BE AS MANUFACTURED BY MOEN, DELTA OR FaUIVALENT. .4 ALIGN ALL WALL JOINTS TO GIVE 5TFZAIGHT AND UNIFORM GROUT LINES, PLUMB AND LEVEL. .3 PLUMBING FIXTURE COLORS AND TRIM FINISHED SHALL BE 5ELEGTED BY THE OWNER I FROM MANUFACTURER'5 STANDARD COLORS AND .5 ALIGN ALL FLOOR JOINTS TO INSURE STRAIGHT AND UNIFORM GROUT LINES, PARALLEL WITH WALL5. WHEN U51N6 TILE SHEETS, MAKE FINISHES. JOINTS BETWEEN EACH SHEET SAME AS JOINTS WITHIN THE SHEETS, 50 EXTENT OF EACH SHEET 15 NOT V1515LE IN FIN15HED WORK, q. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED A5 REQUIRED EBY ALL APPLIGABLE CODES. GAST IRON PIPE .6 ALIGN ALL BASE JOINTS WITH BOTH FLOOR TILE AND WALL TILE JOINTS. SHALL CONFORM WITH LOGAL CODE REQUIREMENTS, WITH APPROVED JOINTS, PIPE SUPP(ORT5 AND GLEANOUT5. 3. ALL EXP05ED EDGES OF TILE SHALL BE SMOOTHED AND BE SURE GUT TILE EDGES ARE GLEAN BEFORE INSTALLING. 10. FURNISH ALL ITEMS AND LABOR NECESSARY FOR THE TESTS REQUIRED BY THE LOCAL AUTHORITY AND THE ADMINISTRATIVE AUTHORITY 4. FIT TILE CAREFULLY AGAINST TRIM, AL50 AROUND PIPES, ELECTRIC BOXED AND OTHER BUILT-IN FIXTURES 50 THAT ESCUTCHEONS, PLATES HAVING JURI5DIGTION OVER PLUMBING WORK. CONGEALED WORK SHALL REMAIN UNGOWERED UNTIL ALL REQUIRED TE5T5 HAVE BEEN AND COLLARS WILL COMPLETELY OVERLAP OUT EDGES. COMPLETED; BUT IF NECESSARY, TESTS ON PORTIONS OF THE WORK MAY BE MADE AND THESE PORTIONS OF THE WORK MAY BE MADE 5. WHEN U51NO TILE SHEETS, MINIMIZE TEARING 5HEET5 APART BY DRILLING PIPE HOLES WITH A HOLE 5AW. AND THESE PORTIONS OF THE WORK MAY BE CONGEALED AFTER BEING PROVED 5AT15F=ACTORY. ALL TESTS SHAH L BE MADE IN THE 05-043 6. SUPPLY FIRST GLA55 WORKMANSHIP IN ALL TILE WORK. PRESENCE OF REPRE5ENTATIVE5 OF THE LOGAL AUTHORITY. REPAIRS OF DEFECTS THAT ARE DISCOVERED AS A RESULT OF These plans are 7. ALL PROOUGT5 USED DURING THE INSTALLATION OF THI5 WORK SHALL BE IN STRICT AGGORDANGE WITH THEE MANUFACTURER'5 CURRENT INSPECTIONS OR TESTS SHALL BE MADE WITH NEW MATERIALS. CAULKING OF 5GREWED JOINTS, CRACKS, OR HOLES WILL NOT BE an instrument PRINTED INSTRUCTIONS. ACCEPTED. TE5T5 SHALL BE REPEATED AFTER DEFEGT5 HAVE BEEN ELIMINATED. 8. SETTING BEDS: II. PIPING SHALL BE INSTALLED TO ALLOW FOR EXPAN51ON AND CONTRACTION WITHOUT UNDUE STRAINS OR 5TRE55E5 ON PIPE, JOINTS, AND of Service and .I USE THIN SET ORGANIC ADHE51VE ME-THOD FOR TILE ON GYPSUM WALLBOARD. CONFORM To AN51 AIOa.4. CONNECTED EQUIPMENT. ALLOW CLEARANCES FOR THE INSTALLATION OF INSULATION AdNO AGGE55 FOR VALVES AND FITTINGS. PROVIDE are the property .2 U5E DRY SET MORTAR METHOD FOR IIN5TALLING TILE DIMEN51ONALLY STABLE CONCRETE. GONFORM TO AN51 A108.5. NAILING SHIELDS AROUND ALL PIPING PASSING THROUGH WOOD STUD PARTITIONS. q. TILE SET WITH ADHESIVE: 12. NO STRUCTURAL MEMBER SHALL BE WEAKENED OR IMPAIRED BY GUTTING OUT NOTGHINOi. Of the Architect. .I 5URFAGE5 MUST BE STRAIGHT AND LEVEL AND IN PROPER CONDITION TO REGEIVE TILE. 13. PROTECT ALL PIPING PA551NO THROUGH WALL5 FROM BREAKAGE BY PROVIDING PIPE SLEEVES. WHERE CINDERS OR OTHER CORROSIVE Infringements .2 SPREAD ADHESIVE: WITH 1/16" "V" NOT;GHED TROWEL, LEAVING NO LARGE DEPOSITS. GHEGK GOVERAGE OF ADHESIVE To TILE BEFORE MATERIAL 15 ENGOUNTERED IN EXCAVATION OF PIPE TRENGHE5, ALL FERROUS PIPING 5WALL BE PROTECTED WITH A HEAVY GOAT OF will be STARTING TO INSTALL TILE. APPLY A PHE51VE ONLY TO AREAS A5 CAN BE COVERED WITHIN THE OPEN TIME OF THE ADHESIVE. SET GOAL TAR ENAMEL. prosecuted. TILES WITHOUT SLIDING. TAP TILE TO A55URE CONTACT WITH ADHESIVE. 14. UPON COMPLETION OF THE WATER 015TRIBUTION SYSTEM, TEST ALL VALVES TO INSURE 1THEIR FULL OPENING AND FLUSH OUT THE SYSTEM Proj. 10. TILE SET WITH DRY 5E:T MORTAR: PR06RE551VELY BY OPENING BUILDING OUTLETS AND PERMITTING THE FLOW TO GONTINWE FROM EACH UNTIL THE WATER RUNS CLEAR. .I SET FLOOR TILES IN DRY-5ET MORTAR PLACED IN ONE LAYER APPROXIMATELY 3/32" THICK. DURING 5UGH FLUSHING OPERATION, THE LOCAL AUTHORITY MAY TEST THE FLOW FROM OUTLETS, AND BEFORE FINAL AGGEPTANGE OF .2 DRY-5ET MORTAR SHALL BE A MIXTURE OF PORTLAND CEMENT WITH 5AND AND ADDITIVES IMPARTING WATER RETENTIVITY. THE WORK, MAKE FURTHER TESTS OF OUTLET FLOWS TO A56ERTAIN IF THE LINES ARE CLLEAR. Date .3 GROUT FLOORS WITH 5AND-PORTLAND CEMENT GROUT, COLOR SELECTED BY OWNER. 15. AT THE TIME OF FINAL IN5PEGTION OF THE WORK PERFORMED UNDER THI5 CONTRACT,TRIE UTILITIES COVERED BY THI5 SECTION SHALL BE - - 11. TILE SET WITH CEMENT MORTAR: COMPLETE IN EVERY RESPECT AND IN PERFECT OPERATING CONDITION. ALL 5URPLU5 1,11ATERIAL5 OF EVERY CHARACTER RESULTING .1 MORTAR BED 5HALL BE SET ON A 4 IMIL POLYETHYLENE CLEAVAGE MEMBRANE. MORTAR SHALL BE GOMP05ED OF I PART PORTLAND FROM THE WORK IN THI5 SECTION SHALL HAVE BEEN REMOVED. SANITARY SEWERS 51-1A':LL BE FREE FROM SAND, SILT, OR OTHER '' CEMENT AND 6 PARTS DAMP SAND aY VOLUME AND BY 1 1/4" IN NOMINAL THICKNESS. OBSTRUCTIONS. ANY DEFECTS DISCOVERED IN THE UTILITIES 5055EGUENT TO THI5 INSPECTION SHALL HAVE BEEN CORRECTED. 2 REINFORGE MORTAR BED WITH 2" x 2" x 16/16 GAUGE WELDED WIRE MESH. .3 SET TILE IN DRY-SET MORTAR BOND iGOAT ON CURED MORTAR BED. .4 GROUT FLOORS WITH 5AND-PORTLAN11? GEMENT GROUT, COLOR SELECTED BY THE OWNER. HEATING AND AIR CONDITIONING 12. 5ET MARBLE 5ADDLE5 IN DRY-5ET MORiTAR A5 5PEGIFIED ABOVE WHERE ADJACENT FLOOR TILE 15 SET IN DRY-5ET MORTAR;AND SET SADDLES WITH ADHESIVE AS 5PEGIFIED ,ABOVE WHERE ADJACENT FLOOR TILE 15 SET WITH ADHESIVE. I. EXISTING HEATING SYSTEM TO BE EXTENDED TO NEW AREAS. 13. GROUTING AND GLEANING: 2. MECHANICAL CONTRACTOR IS TO SURVEY ALL EXISTING CONDITIONS. GENERAL GONTR)ACTOR SHALL COORDINATE THE OTHER TRADES .I FOLLOW GROUT MANUFACTURER'S GUIRRENT PRINTED INSTRUCTIONS. WITH THE MECHANICAL CONTRACTOR. 12/19/05 2 REMOVE ALL GROUT HAZE AND 085E:RVE GROUT MANUFACTURER'S RECOMMENDATION5 AS TO THE U5E OF AGID AND GHEMIGAL 3. HEATING UNIT 15 TO MAINTAIN INDOOR TEMPERATURE OF 70°F WHEN OUTSIDE TEMPERA,TWRE 15 O°F WITH A WIND OF 15 MPH. MAINTAIN 'Y5°F 0 P. f GLEANERS. INDOOR AIR TEMPERATURE WHEN OUTSIDE AIR 15 q5°F. INSIDE HUMIDITY LEVEL AGGORDANGE WITH A5HREA STANDARDS WHEN OUTSIDE tz kiffi.All .3 RINSE TILE WORK THOROUGHLY WITH (GLEAN WATER BEFORE AND AFTER USE OF CHEMICAL GLEANERS. HUMIDITY 15 q5% RH. AS ` 4. CONTRACTOR TO VERIFY THAT THE EXISTING HOT WATER HEATER 15 CAPABLE OF HANDLING THE ADDITIONAL LOADS REQUIRED IN THI5 NOTED a i g O. WORK. Am- - ended Set Permit # 30791 Scale of F- . No. Issued To Date 1 OWNER 12/19/05 22'-0"HOLD 2'-4- IT-4" 2'-4" 4'-4 1/4" 4 MNDOW 6'-7 1/2" YANDOW F 4'-4 1/4" - . . Revision Date TO. B-B 1 DECK DELETED 1/23/06 A4 II I WALL TO ALIGN WITH EXISTING BELOW ' �ILINE OF ROOF OVERHANG (2) 2 2 (2)2 X 10 BEDROOM I I \ a I I 205 I 2X12 C.J. I XX12 C. I a David ®16"O.C. ®16"O.0 2-D i2-" 3/ � I Howell " o Design ®. �0 ® ......... ....................... 200 PARK AVENUE SOUTH NEW YORK, NY 10003 FAX (212) 477-0149 3 1/2" X!A1�4�"���M�L c� I EMAIL: DAVID®DAVIDHOWELL.NET x CJ�j LANDIN I �....� N O � I� I M M • ♦ • ♦ • I I Arcalhek O 31/2" X I "M©RIDE ARCHITECTS, P.C. GAS 31 I O FIREPLACE I HUNTINGTON, AVENUE NY 11743 I j J (631) 427-0295 I: U 42" PLASMA TV a I FAX (631) 427-0297 Q I Q '1I NIA BED204M i EMAIL: ARCALTIEKDC014VEESENT.NET St 3 ZZL2L12:M.L. .7 U - - - - — aSS 25 M13r3l a k O N o Q x FLY—CUT I ,I - NI .._.._ _. FASCIA I ... a o ... .............. .. . . 2s LINT 8" LaCHANCE FRAMELESS GLASS m 3 1/2" X 12"M.L. BALUSTRADE RESIDENCE 30 8 27 I I s I — 29 i 630 RUCH LANE SOUTHOLD, NY 11971 ' FRAMELESS GLASS • ♦ • ♦ • BALUSTRADE I FIRST FLOOR & � I SECOND FLOOR I PLANS i I I I I I i B-B A4 05-043 These plans are S-41/4" 4'-01/4" 4'-01/4' 2'_7' 2'-0" 2'-9" S-31/4" an instrument r[WINDOW f DOOR E ONDOW r,,WNDOW f WMDOW Of service and YnNDOW 15'-11 3/4' 6'-D 1/'4' are t Architect.e property of t Infringements 22'-0" will be Proj. prosecuted. Date SECOND FLOOR 12/19/05 As Drawing No. Amended Set NOTED Permit # 301791 S E C C) N D F L 0 0 R P L A N At SCALE: 1 4" Scale i i f 't r No. INsued To Date 1 OWNER 12 19 05 22'-0" HOLD 30'-O 3/4" 21-4" 171-4" 21-4" IS'-O 314" wirmow wiravow wirmow 4'-41/4" wirmow 6-1I/2" wir�ow 4'-41/4" No. Revision Date 4'-4 3/4" a'-3 112" 4'-4 3/4" 3' 1/4" 1 B.D. 2 23 06 B-B B-B H.D. 3 16 06 CONTRACTOR TO REMOVE �``} BURY ALL OVERHEAD A4 EXI5T'6'ROOF AND F - -1 WIRES i— GON5TRUGT NEW WALL _ - PLATE5 ® 4'-O" H. L - 3 1/2" X 8" M.L. ALL NEW FLOOR JOI5T5 TO BE 5EGURED TO NEW PLATES. SEE DWG. XX CONNECT WATER SUPPLY WALL TO ALIGN � I I I TO TOWN MAINS WITH EX SELOH FOR CONNECTION DETAILS LINE OF ROOF OVERHANG EXISTING SSA EXISTING I I _ _ _ _ - v EXISTING WALL (2) .2 x 10 (2)2 x 10 .- I CONTRACTOR TO MOVE I (2) 2 X 10 (2) 2 X 10 TO REMAIN 0 i \ ANDREPLACE EX 5T'G '� m I BEDROOM 2 m 5HOWN HATCHED I� /4 / \ - BILCO DOOR5. ME ry �, m I 206 - m �`I ® �\ DECK AROUND ' i \I / 'REMOVE d RELOCATE I 2 X 12 G.J. I 2 X 12 G.J. ( David EXISTING I \ / I6" O.G. ® 16" O.G. WINDOW _O METER, GONTRAGTOR TO I / -1 x I Q L 4 CONTACT L.I.PA. TO I 2'-O" I2'-11 3/4 � Howell ry I_ O _ 11 �-\ � INSTALL UNDERGROUND GL�y 3� _ c^� 2 X 12 F.J.i X - - �� Q� - LEED FROM EX15TG UTILTY PC I >C ® 16" O.G. _� '' Yam- — I X ?g _N -' v 4 Desiun '-c0 3 4" m 14'- " - cN( m O " I / _ - - - A ! 1 OF VERHANG ! - I x I : ��z LINE OF O " I I - ��� Qd� � i� �S> R 5D << I ,,�^ O ® I_ �200 PARK AVENUE OOUTH 41 v `��' `xti NEW YORK, NY 10003 (212) 477-7700 * I - — o NOTE I ' CLOSET L - , I I FAX (�21-2) 477-0149 I m ; PANTRY% GL. 2 X -RR._ I x UPON 51TE IN5PEGTION I - - - ' ® I6' o.c. ry0 - CONTRACTOR TO REMOVE I 3112" X 14" M.� I EMAIL: DAvIll(�DAYIDHOIYELL.NLT ANDREPLAGE EXISTING I LANDING I� '" `� • ♦ • ♦ • I 5TORAGE UNDER r 205 1202 m \ + � " �- " � " " 11 PARTITIONS DUE TO � m STAIR5 2'- I/4" �-3 10 /4 -3 4 ry EXTEN5IVE TERMITE DAMAGE it I I i I I I I " - I I O 1 " ® Arcalhek " 5D I �'- ' Q r I x " N NZ A EXISTING r I - " ® - E3 [3 WINDOW (2)2 x 12 �1jv,C3EN ; - z EXI T'G N N ` V 3 I/2" X 14' M.I. RIDG ARG�HITE GAT . P . 1 i . 12 X I F.J. CHI 1.� i ® I6"'O.G. Tp _, GA5 F P GE L I Y O _ GAS356 NEW m N 5KYLIGHT OVER - m 31 a FIREPLACE A p { i HUNTING ON ORK AvEI�JT; 2 X 12 F.J. SHOWN DASHED 4 ^ `� 16" O.c. I % � 631 N427�02 aJ 17 LIVINO8� �� 2 I/2' W- 1/2" I OUTSIDE SHOWER v v ( ) <^ 104 �_. ° 42 PLASMA TV , , I FAX (631) 427-0297 REMOVE �' �-1- f F _ sy 3 EXISTING A ' 'O STACKING WASHER/DRYER 4 I X BEDROOM 204 EMAIL: AROALHEKOCOXV-RSIENT.NET ' ' ' 4 WINDOW 2 X 12 F.J. - - GAS DRYER VENTED TO - - - - - -- ® 16" O.G. 42 - ^ EXTERIOR i O " ® " � ,. PLASM TV 2 x 10 w T 3 I/- X 12' M.L. .. LJ LA VE 4 '•�- m 4 m - �'dry I I `� -E - s FLY OUT Fol X - 3 2 .. ( F.J., ;n FASCIA 6 � -- FRAMELESS GLASS_T L a C H AN C E ►� ® I6 O.G. a = LINE 8" " 3 112" X 12" M.L. 6 I BALUSTRADE " (2) x 12 P W/Y2 S EL _�_ _ ' " ,� _ , _ RE$ID E N C E ® �� Q T. - -- - Ib N I I~ ;.�` � _ I 630 RUdH LANE 12 .� REMOVE AND STORE I EX15T'G DOUBLE HUNG I — SOUTHOLD, NY 11971 '�.� UNITS WIDEN OPEN'G TO I - • ♦ • ♦ • NEW GLAZED DOORS TO - ;� AGGOMADATE (1) NEW UNIT I I I BAL[15TRADE LA55 ' N . N . ° EXISTING OPENING Q O TO MATCH EX15T'G z X x D z � _ - CONTRRAGTOR TO MATCH ► I FIRST FLOOR & X, "� Q HEAD AND SILL $EdOND FLOOR DINING I P LAN m 2) x10 (2 x10 (2) 2xI m I EXISTING EXISTING EXISTING I6 15 14 REMOVE EXI5T'6 CEDAR _ DECK. INSTALL NEW WIDE BLAGK IFE WOOD DECK. _B A4 -J REMOVE 4REPLAGE A4 05-043 AMERIGAN HALNUT FLOORING EIXTGSUB 51TZUGTURE. Thee land are SEE FOUDATION PLAN � n ,� � ,� � �� � " � " �� an instrument 3-41/4 4-0114 4-0 1/4 2-7 2-0 2-a 3-31/4 - � of service and �.wirmow �.DOOR �wn�ow �wirmow �uw�ow �.wirivow are the property 15'-11 3/4" b'-o l/4" of the Architect. ;3'-I I/2" 4'-3 I/2" 4'-3 I/2" 3'-I I/2" 3'-8"___ 10'-0 3/4" Infringement$ �1_p" will be wirmow wirmow rt WINVOw 111wow IN _ 13'-8 112" pro�ecu ed. Proj Date 30'-0 3/4" -- - FIIRST FLOOR Cf05 5F _ IIr 12/19/06 NOTED Drawing No. r Amended Set Permit 3-G 1 T FLOOR PLAN SECOND FLOOR PLAN - SGLE: 1/4" 7I'_O" SCALE: II/4" = I'-O" Cale RCUGH OFEN I NO NO. T)"FE loll DTH HE 1 OHT MAT'L. OL.ASS REMARKS I GXW14 3'-0 1/2" 4'-0 1/2" ND. q".50 S.F. XXXXXXXXXX 2 GXW14 3'-0 1/2" 4'-0 1/2" WD. q.50 S.F. No. Issued To Date COPPER 5HINOLE5 BY 3 OXW14 3'-0 1/2" 4'-0 1/2" WD. q.50 S.F. 1 OWNER 12/28/06 'REVC'RE COPPER PRODUCTS, INC. 4 WDH2O32 2'-2 I/8" 3'-4 -7/8" WD. 4.21 S.F. T " 5 NDH2O510 2'2 1/8" 4'-0 -7/8" WD. 5.26 S.F. EL.L. +-28-a+2 6 WDH2O310 2'-2 I/8" 4'-O /8" WD. 5.26 S.F. 7 WDH2O310 2'2 Ile) 4'-0 7/8" WD. 5.26 S.F. 8 WDH2432 2'-6 1/5" 3'-4 -1/8" WD. 5.014 S.F. No. Revision Date Cr WDH2432 2'-6 I/8" 3'-4 -1/8" WD. 5.01 5.17. T.O. PLATE B.D. 3 ib 06 EL. +22-4" - 10 WDH2432 -2 I/8" 5'-4 7/8" WD. 5.0q S.F. 11 WDH4032 3'2 1/8" 4'-4 7/8" WD. 4.45 S.F. EXI5T'O-ROOF \ , 12 FH041611AI-LR 4'-0 5/4" 6'-10 7/8" WD. 122 S.F. TO BE DEMOLI5HED i 13 NDH50410 5'--2 1/8" 5'-0 7/8" WD. 11.17 S.F. \ / i 14 NDH50410 5'-2 1/8" 5'-0 7/8" WD. 11.17 S.F. 15 NDH50410 5'--2 115 5'-0 7/8" WD. 11.17 S.F. T.O. 5EGOND FLR. EL. +13'-10" _ _ - _ - - - 16 NDH50410 3'-2 I/8" 5'-O 7/8" VC. 1i.17 S.F. \ \ \ \\ 17 NDH50410 3 2 1/8 5 O 7/5 WD. 11.17 S.F. IS WDH30410 5'-2 I/8" 5'-O 7/8" WD. 11.17 S.F. Ia HDH4032 3'2 1/8" 4'-4 7/8" WD. q.45 S.F. David F0 Ll 0 20 WDH4052 3'2 I/8" 4'-4 7/8" ND. 5.45 S.F. Howell s [ILI FU 21 GXW14 3'-0 1/2" 44'-0 1/2" WD. q.SJ S.F. Design 16 GXW135 3 O I/2 3 5 3/8 7.q0 S.F. 13E3 El T.O. F1R5T FLR. 23 GX 3'-o I/2 3' 3 ND. 7. O 5. . 200 PARK AVENUE 0OUTH EL. +4'-0" - - 24 G 28"X14 '- 4'-0 1/2" WD. 8.10 S.F. NEW YORK, NY 10003 77100 REMOVE AND-REPLACE EXI�F'6 25 41 2'-O' 4'-0" D. .q0 S.F. (212) 477-0149 CEDAR 5HAKE5. IN5TALL NEW FAX (212) 477-0149 CEDAR PERFECTION 5" EXP05URE. 26 FW02768AF 2'-6 I/8" (0 WD. 5.52 S.F. EMAIL: DAYINDAYIDHOWELL.NET - - - STAIN BOTH SIDES A5 MANUFACTURED BY MAYBACGH 27 FW021685 2'-1 1/4" 6'-8" ND. 5.60 S.F. • ♦ • ♦ e - - - - - - - - - - - OR EQUAL. 28 FHO21655 2'-1 1/4" 6'-8" WD. 5.60 S.F. Arcalhek 2q FW05068AFLR 5'-0" 6'-8" ND. 16.64 5.17. 0 30 FW021655 .2'-1 1/4" (6'-8" _ ND. 5.60 S.F. ARCHITECTS, P.IC. 31 Velux Skylights 44 I/2" 27 1/2" ND. 6 d2 S.F. 356 NEW YORK AVENUE Model FS 601 HUNTINdTON, NY 11"143 S 0 (631) 427-0295 50,4LE: 1/411=1'-011 ,..s FAX (631) 427-0297 EMAIL: ARdALHEWONYEROENT.NET rLwjq LaOHANCE RESIDENCE COPPER 5HINOLE5 BY 12 T.O.-RIDGE ,�- REVERE COPPER PRODUGT5, INC. 8� EL. +28-1V Y N At 630 RUdH LANE OOUTHOLD, NY 11971 5"41) COPPER GUTTER d LEADERS T.O. PLATE SECOND FLOOR EL. +22-4" PLAN 4" TRIM TO FRAMELE55 TEMPERED 6LA55 r MATCH EX15T'6 RAIL 05-043 T.O. SECOND FLR. These plans are an instrument of service and are the property of the Architect. Infringements will be o prosecuted. Proj. N � Date T.O. FIR5T FLR. ` ,/`/ uFv 12/28/05 3'-0 BELOW AS D ing No. NOTED Amended Set Permit # 30791 1�lE5T EL_ EVAT1 ONS 5CALE: 1/4"=1'-O" �lcale Y No. Issued To Date 1 OWNER 12/28/06 COPPER SHINGLES BY -REVERE COPPER PRODUGT5, ING. T.O.-RIDGE _ EL. +28-q" 12 8 No. Revision Date B.D. 3 15 06 OL T.O. PLATE _ \ EL. +22-4" EXI5T'6 ROOF TO BE DEMOLISHED T.O. 5EGOND FL-R. oL EL. +13'-10" o - � m � c- T.O. FIR5T FLR. OL EL. +4'-O" -REMOVE AND-REPLAGE EX15T'6 CEDAR 5HAKE5. INSTALL NEN • ♦ O ♦ O CEDAR PERFECTION 5" EXP051RE. — — — — — — — — — STAIN BOT AS Arcalhek MANUFACTUREDLRED B BY MAYBAGH — — — — OR EQUAL. 17 ARCHITECTS, P. C. 366 NEW YORK AVENUE HUNTINdTON, NY 11743 NORTH I= L E \/ ,AT I ON5 (631) 427-0295 50ALE: 1/4"=1'-0" FAX (631) 427-0297 EMAIL: ARdALHEWOMROENT.NET jLj 3 F 7 Y ., LaCHANCE RESIDENCE OL T.O.-RIDGE _ 12 COPPER 5HINOLE-5 BY EL. +25-q° / a8 REVERE COPPER PRODUGT5, INC. 630 RUdH LANE OOUTHOLD, NY 11971 • ♦ o e o ELEVATIONS OT.O. PLATE _ EL. +22-4" FRAMELE55 TEMPERED 6LA55 BALUSTRADE I 05-043 I These plank are T.O. 5EGOND FL-R. an ln�trument I of service and I - - - - , are the proper y -- - - - - - - - - - - - - - _ _ _ = of the Architect. Infringements - � will be o Pro prosecuted. J• ----- ------- Date p T.O. FIRST FLR.OL EL. +4'-0" - AS DtiWifng No. Amended set NOTED Permit # 30791 � BAST EJ- EVAT1 ONS SCALE: 1/4"=1'-0" Ocale -ROOF CON5TRUGTION I r COPPER 5HINOLE5 BY L,-j L�aj 1U L REVERE COPPER PRODUGT5, ING. 30# BLD& PAPER No. Issued To Date 1/2" EXT CAR PLYW 2 x 1.2 RR -- 16" oc. I OWNER 12/28/05 A-7 VV 2" EXPOSURE -R-30 BATT INSULATION TOP OF-RIDOE, — - — - — - — - — - — - — - — - — - 1/2" GYP BD (PT) EL = 25'-q" 2 FLOOR 6ON5TRU6TION I FIN15H FLOOR 3/4" PLYWOOD 5UB-FLOOR .2 2" x 12" FLOOR J015T5 -- 16" or, W-1314" EXP05URE A7 2" x 4" 515TEREP FLOOR JOISTS 161 oc 1/21, eyp BD (PT) No. 11 Revision Date OL TOP EL Of: PLA 1411TE — - — - — - Y 2 LANDING BEDROOM 205 204 WALL CONSTRUCTION I — — — — — — — — VERTICAL CEDAR 510IN5 - — — — — — - 15# BLDO PAPER 514" EXT eR PLYW 2 x 4 STUDS -- 16" or, R-13 BATT INSVL'N BEDROOM 2 1/2 H/-" 6YP BD (PT) 206 06 !5EC,OND IN. FL. -A --W Y EL 131�-1011 'Aij� IVV "yy HA H' f'i 11 1 FLOOR CON5TRUCTION 11 * 1PE " X 6" F * 3/4"5/4 EXT. CAR. PLYIN15HW.DECK EPMP COLD-ROLLED-ROOF MEMBRAIN EXPOSED 2 X IJ FJ. 2" x 6" CUT 1/4" 5LOPE -- 16" oc 3/4" PLYHOOP 5M-FLOOR 2" x 1,2" FLOORJO15T5 -- 16" or, BEDROOM 4 ITCHEN LIVIN DINING I W"l 3/4" EXP05URE 105 I 2" x 4" 515TERED FLOOR J015T5 16' oc 1/21, 61(P Do (PT) HALL CON5TRXTIOH 11 OFIR5T FIN. FL. EX15TINO EL = 41-.0" CEDAR5HIN6LE5 15# BLD6 PAPER y EX15T'6 CRAWL 5PAGE 314" EXT 65R PLYHP 2 x 4 5TV05 -- 16" oc I^V-R-13 BATT IKcA)L`N 1/2" GYP 13D (PT) LOOOL DQ=.W OF EL 0'-0" — — — — — — — — — — — — — FLOOR CONSTRUCTION III * FIN15H FLOOR A r c a l h e k * 3/4" PLYHOOP eUB-FLOOR * 2" x 10" FLOOR J015T5 16" oc. "M ARCHITEC 356 NEW YORK A714,N U E HUNTINdTON, NY 11743 C., T 1 0 IN (631) 427-0295 FAX (631) 427-0297 EMAIL: ARIJALHEWONYEROENTSET U Lj Li STAINLESS13/4" TEMPERED 6LA55 5TEEL FLUE .2 X 6 BLOGKIN6 LaOHANCE -ROOF GON5TRUGTION I GUT@ 1/4" SLOPE RESIDENCE * cOPPERSHINOLE5 BY EPMD COLD-ROLLED REVERE (COPPER MODV-,T!5, INC. OIL TOP OF-R1D6E,' — - — - — - — * 30# BLD6 PAPER EL = 26-cl" BE I ROOF MEMBRAIN * 1/21 EXT (eR PLYVV # 2 x 12 I;ZR -- 16" 0(, 204 ---1 514" EXT. G-1R. PLYWOOD IPE 5/4" X 6" FINISHED DECK, 63 W,2" EXPO9JRE 0 RUOH LANE -R-30 BAIT INSULATION OOUT.OLD,0NY 197* 1/25 6YP BD (PT) 0 + 0 2SUI �2 X SHOE MOULDING # 1145 CONGEALED GUTTERS TO 2 X 12 MF6. BY JULIU5 BLUM 4 Go., INC, s E C TI 0 N s TOP OF PLATE 4— -ROOF EL = 22'-4" 1518" X 2 112" T BOLTS 2 X 12 WALL 6ON5TRZTION 11 A VERTICAL CEDAR 51DINO BEDROOM EXP05EP 7 t (2) 2 X 4 BLOC 204 2 X 10 FA 15# (2) 2 X 1-2 HEADER 13LO C- 3/4" EXT OR PLYHD d� * 2 x 45TIU05 -- 16" oc. FIREPLACE FRAMELESS I-V-R-13 E3ATT INeOLN OPENING 6LA55 05-043 * 1/2" GYP' BD (PT) 5) 1 EX15T'C-7 DOUBLE-HUNG WINDOWM BALU51RADE These Plano are OL 5EGONI? FIN, EL., f Ul A =L an instrument EL 15'-10" of service and are the property LIVINO DININ6 of the Architect. NEH5r,LI6HT Ell Infringements WALL GON51MUOTION I I- I 1 104 105 will be * CEDAR 504IN6LE5 * EXISTING LIVIN LO-4 prosecuted. Proj. * 15# BLOO, PAPER Q * 3/4" EXT CAR PLYPV * 2 x 4 5TU)05 -- Irb" oc. Date HPR-13 B)ATT IN5VL'N 13 * 1/2" eyp I W (PT) BA5EBOAPD -�7 Al -RADIATOR Jilt k FR5T IN. FL. ILJIIII III EL = 4'-0" EX15T'6 FLOOR CON5TRUGTION EX15T07 CRAWL 5PAG LU A-1 rw Jk BOTTOM OF EA 112/28/051 !; FOOTINO EL = 0'-0" EXI5T'6 FOOTING FLOOR GON5TRUGTION I NOTED * FINISH FLOORAIS ng No. * 3/4" PLYPVOP SUB-FLOOR* 2" x VFILOOR J0I5T5 -- 16" or, Ame nded Se t * 1/2" eyp 150 (PT) Permit 30791 Az A A S E G T 1 0 N C., G S E C, T 1 0 N ---- 50ALE: 50ALE: 1/-2"=I'-C" E] [7] 0 No. Issued To Date 1 OMR 12/28/05 No. Revision Date IMF 02 ALI N 1 A— 01 7- \ ———————— DOOR AS S EDUULED x EXTE DOOR A-301 I �_1�==� David Howell Design o 03 200 PARK AVENUE OOUTH —� A-501 N 1"X2'SOLID FOOD VE MCAL. SHOP LACQUERED MILLWORK OVERLAY SHOP LACQUERED MILLWORK COLOR ,B.D, NEW YORK, NY 10003 TO �, j" (212) 477-7700 BALSTRADE REFER TO DETNL RI:fRIGERATOR CLOLOR INTEGRATED AwusTABLE SHELF ON #282 39.705 do 05145.030I S FAX (212) 47 7—014 9 LIVING ROOM KITCHEN 1 S C ALE 1 /2"-1 '—0" EMAIL: DAYID@DAYIDHOWELL.NET e ♦ • ♦ e Arcalhek El o13 ARCHITECTS, P. C. 356 NEW YORK AVENUE HUNTINdTON, NY 11743 (631) 427-0295 L. � T' I ONS G,4LE: 14"=I'-O„ FAX (631) 427-0297 5 EMAIL: ARdALHERMYEROENTSET LaOHANCE RESIDENCE 630 RUdH LANE OOUTHOLD, NY 11971 • ♦ • ♦ • xx ELEVATIONS A-3oic 1'-0"—i 2"-6"�' 3'-2" XX 90 LJ /SEDULEDAS SCHEDULED FULLY INTERGRATED ----J----- __________ 05-043 N00D These plans are an instrument SCHEDULED APPLIANCE AND 01 of service and PLU"NG MIRES REFER TO o SCHLDInES s� .'Irk � s� -- T' are the property of the Architect. ALL D0#RS TO HAVE I'THICK - o Infringements DMQ�RS SHOP DRAWING TO BE — SCHEDULED EQUIP�II (T » will be SUB l TO ARCHITECT FOR ;`'" M RNO AND LAYOUT o M — I Pro prosecuted. J I Date .. �; ......._...�, A—aot 2" 10" 2'-6" ---�-10" 2'-4 4 1�" 2'-11" 11-0" 9» C7 "C•"{I'- �n @KITHEN KITCHEN ; , , SCACLE 1 2-=1 '—O- P NBN'=R 0 cE qo SCALE 1 2"=1 '-0" ' / TO SCHEDULES / l —; NOTED VgD No. Amended Set Permit # 30791 o ) ELEVA7" 10N5) 50ALE: 1/4"=I'-O" tale 0000 0 BATHROOM 203 SCALE 1 /2„-1 ,-O„ El El El 0 No. 2- " -�-1—3" F Issued To Date Ih M 1 OWNER 12/28/05 N N G -2 �- 3» W O O N � NU3 � Q . M M - No. Revision Date , R IFJ O -O @PAT HROOM 203CALE 1 /2"=1 '-0" iV OtATHROOM 203 G !A H R M 203 SCALE 1 /2"=1 '-0" SCALE 1 /2"=1 '-0" - - - -- - — - - -- - - --- - - ----- - 1.G.C.TO PROVIDE 314"THICK " IN WALL PLYWOOD BLOCKING ■ AT ALL FIXTURE,MILLWORK David AND ACCESSORY LOCATIONS Howell AS REQUIRED FOR PROPER REA __ INSTALLATION OF ITEM. 2_ 2.ALL WATER LINES TO BE 314" Design DIA r3 ® 3.ALL SCHEDULED FIXTURE ' 74 ROUGHS MUST BE V.I.F.WITH 200 PARK AVENUE OOUTH N ARCHITECT PRIOR TO NEW YORK, NY 10003 cc (212) 477-7700 ', - o - '-4■ - �, _ INSTALLATION FAX (212) 477-0149 » ® ■ M EMAIL: DAYINDAYIDHOWELL.NET _ Arcalhek 1 00 N N 1 N BATHROOM 203 ARCHITECTS, P.C. ! I— • ----------------_- - - --- --- -_=_---- --- _--____---____- L:�_------------_--_- ==_=== SCALE 1 /2„-1 ,-0„ 356 NEW YORK AVENUE HUNTINdTON, NY 11743 L- E V A T 1 O N S (631) 427-0295 FAX (631) 427-0297 50,4LE: 1/4"=P-0" EMAIL: ARdALHERdONYEROENTSET $is 1. G.C. TO PROVIDE 314"'THICK IN WALL PLYWOOD BLOCKING AT ALL FIXTURE, MILLWORK AND ACCESSORY LOCATIONS AS REQUIRED FOR PROPER INSTALLATION OF ITEM, LaOHANCE 2.ALL WATER LINES TO) BE 314 DIA 3. ALL SCHEDULED FIXTfURE ROUGHS MUST BE V,I.F.WITH ARCHITECT PRIOR TO INSTALLATION RESIDENCE W O 630 RUdH LANE OOUTHOLD, NY 11971 08:1 03 0 ♦ • e o N CV A- 05 ELEVATIONS "� 3'-6" -6 @_[ ATHROOM PLAN 108 SCALE 1 /2"=1 '-0" 05-043 Thelge plano are GLASS an instrument ECLO UR _ _ of service and SCHEDULED are the property of the Architect. �V�qNrr �ooR Q Infringements THERAIosrAT _ will be E J ro ecuted. --0 - - � / Pro . a P o � _ Date �� U ILL SCHEDULED s. WALL TANK i• � M / ' t ` "' F ' SCHEDULED r i 1 14 I i j ----- ! ! SINKKLL U BLOCKIN — _ — - - - - - - ----- - - - — - - - - AS REQUIRED - - - --j - - — - - -�" -o" AP Dr i No. NOTED BATHROOM 108 BATHROOM 108 BATHROOM 108 BATHROOM 108 Amended Set SCALE 1 /2"=1 '-0" SCALE 1 /2"=1 '-0" 4 SCALE 1 /2"'=1 '-O" 5 SCALE 1 /2"=1 '-0" Permit # 30791 50ALE: 1/4"=I'-O" Ocale I NAILING SCHEDULE JOINT DESCRIPTION #OF COMMON NAIL 5PAGING z - NAILS I 2409MLAT8M ROOFFRAMING No. Issued To Date 8WEt bla 0 'ROOF RAFTER, SEE -ROOF 1ZAFTER5 241k1 HNIS GE L N&J015FTER TO T 0 TOP PLATE PLATE (TOEDNAILED) 3-Sd PER J015T 1 OWNER 12 18 05 GELIN6 J015T TO PARALLEL RAFTER(FACE-NAILED 6-16d EACH LAP FRAMING PLANS. 1 1/2"x 30'20 GA STRAP TR1550RCfILII�J01°5T MODEL MEMBER SIZE FASTENERS GELIN6 J015T LAPS OVER PARTITIONS(PAGE-NAILED) 6-16d EACH LAP - - (4)bd NAIL5 O RAFTER5 I NO. W RIDGE GARRING GH COLLAR TIE TO RAFTER(PACE-NAILED) 3-10d PER TIE END i L rC (4)bd NAILS 0 STUD 108dHAItS MEMBER CLIP 2-bd EACH END 0 0 COLLAR TIE. 5EE 'RIM BOARD TO RAFTER(tW-NAILED) 2-16d EACH END �i FRAMING PLANS. (?�2x4 TOP PLATES HRG22 I Vb 2x OR 16-IOd x I V2 2-IN x I In 13/4'WIDE SECURE COLLAR TIE w/ - 6wfw m WALL FRAMING (5)60 NAILS d WITH "" MATERIAL: HRG22 (2)112'VIA. THRI BOLT5 — EXTERIOR 5TUD WALL FINISH: GALVANIZED TOP PLATE TO TOP PLATE(PACE-NAILED) 2-I6d 1 PER FOOT NO. Revision Date WITH NUT 4 WA5HER. Z06A6E51Hi4P TOP PLATES AT INTERSECTION5(PAGE-NAILED) 4-I6d JO1NT5-EA.SIDE INSTALLATION: 5nv TO 51UD(PACE-NAILER) 2-16d 24"O.C. USE ALL 5PE LED FA57EWR5. HEADER TO HEAVER(FACE-NAILED) 16d I6"O.G. ®EDGE5 5d COW HAILS 010'oL ON END OF IDOE-USE OPTIONAL DIAMOND HOLES ON HRC22 AND HRC42 TO TOP OR BOTTOM PLATE TO STUD(END-NAILED) 1-I6d PER STUD 5E HRC.BEND FACE FLANGES ON HRG22 BACK F05H WITHiR1D6E AND 24ftGY NMIDTOEAM b&1NrW5 GO NAILIN6. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-16d 1'2 PER FOOT EfAGEWIH¢10dW41L5 ' 22 ON FACE OFRIDGE-AV-MT TO CORRECT HEIGHT AND INSTALL NAILS. END J015T OR BLOCKING(PAGE-NAILED) OUBLE BEVEL -GUT HIP MEMBER5 TO ACHIEVE FULL BEARING CAPACITY. &MBOAM RM 5W5 TIE HRG MAY BE 5LOPE9 TO 450 WITH NOREDUTION IN LOADS. FLOOR FRAMING 5dCOMW507'oa JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-6d PER J015T G O L L A R T I I7 E= T A I L HVRRI CANE STRAP 0 E T A I L GEILING BRAGS ® GABLE ENONALL HIP R106E GONNEGTOR DETAIL BRIDOINGTOJ015T(TOE-NAILED) 2-bd EACH END I - _ �� �� - - �� BLOCKING TO J015T(TOE-NAILED) 2-6d EACH END 5GALE: I" = I' - 0" 5GALE: I" = I' - 0" 5GALE: I" - I 0 50ALE: I - I 0 BLOGKIN6 TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK LEDGER 57PIP TO BEAM(PAGE-NAILED) 3-I6d EACH J015T J015T ON L.EDOER TO BEAM(TOE-NAILED) 3-5d PER J015T BAND JOIST TO J015T(PNIJ-NAILED) 3-I6d PER J015T F� BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I6d I PER FOOT r 2ND FLOOR WALL ROOF SHEATHING D a v i d PROVIDE 1-1/4' 20 GAGE 5TRAP W/( 6d COMMON 5TRZTURAL. PANELS 6d 67Va/12'F1ELD T-T DIMEN510NAL WOOD OR NAILS IN CH END VIA60NAL BOARD SHEATHING �l�l MICRO LAM BEAM. SEE I"X6'OR I"X6" 2-6d PER 5UPPORT' Design FRAMING PLANS. IDS#LU526 I'XIO"OR WIDER f�IDGE VENT �� M.JOIST HANGER 3-6d PER SUPPORT' _ CEILING OR FLOOR - BY 51147:50N 5TRON5- J015T5.SEE FRAMING _ TIE. CEILING SHEATHING [3 El 10 PROVIDE 1-1/4"X20 GAGE p� STRAP W/(2)6d COMMON ° e °� 200 PARK AVENUE SOUTH NAIL5 IN EACH END 5ECURE J015T5 TO GYPSUM WALLBOATtD 5d COOLERS 7'F1XE/10"FIELD MODEL MEMBER 51ZE FA NE:R5 UPLIFT \ NY NO. T TOE AYG• ® I6"O.G. o ° ° GIRDER OR HEADER WI7I NEW Y2R2, 477 17 000 TER5 PLATiE5 ULT. �OR HGLT BEAM WALL SHEATHING ( ) HANGER A5 MFTR19. BY FAX (212) 477-0149 HGP2 2x 6-Lad x I VZ 6-IOd r I V2 2017 51MP50N 5TRON6-TIE. (DEPM AND BEAM 5TRUGTURAL PANELS 6d 6"EVGE/12"FIELD EMAIL: DAYIDODAVIDHOWELL°NET HANGER TO MATCH THAT _ PROVIDE#LT512 57RAP FIBERBOARD PANELS W/FASTENERS A5 FER 7/I69" bd 3 31EVOE/6'F1ELDI e ♦ e ♦ e NMA IAL: 16 AUGE OF J015T5) = HAM,SPECS BY 25/32" 6d 3 31EVGE/6'F1ELD' FINISH: HG -GALVANIZED OR Z-MAX,•hCP4 -GALVANIZED. 51MP50N 5TRON6-TIE Arcalhek INS TION: 6YF'SUM WALLBOAfZD 5d COOLERS 7'EVGE/10"FIELD HARDBOARD 6d WA ALL SPECIFIED FA571WER5. PARTICLEBOARD PANELS 6d 5EE HAMIFA67MM M 93 El 7-7777 ATTACH NGP TO DOUBLE TOP PLATES;BHZDSMO�UM ONT�ZEQUIRED FOR TABLE DIAGONAL BOARD SHEATHING LOADS. 1'Xb'OR I"Xb' 2-6d PER SUPPORT- ARCHITECTS, P.O. INS RAFTER AND GOMPLE7E NAILING.RAFT'E=R MAYBE 5LOPED TO 45°. 1'XIO"OR WIDER 3-6d PER 5UPPORT* 356 NEW YORK AVENUE HIP GOF: NER PLATE DETAIL RIDGE 5 T R A P 0 E T A I L J015T5 TO IMH WOOD OR M16ROL.AM GIRDER 5TRAPPIN6 DETAIL CANTILEVER FLOOR SHEATHING HUNTINGTON, NY 11743 (631) 427-0295 5GALE: I" - ' " 50ALE: I" = I' - 0" 50ALE: I" = P - 0" 50ALE: I" = P - 0" 57RUGTURAL PANELS - I - O FAX 631 427-0297 P OR LE-55 6d 6"EDGE/L2"FIELD EMAIL: ARCALHEWONYEROENT.NET GREATER THAN I" IOd 6"EDOE/6"FIELD VIA60NAL BOARD SHEATHING I'Xb"OR I"X6" 2-bd PER 5UPPORT ` I'XIO"OR WIDER 3-6d PER SUPPORT Li Li Li NEW EXTERIOR WALL I NAILING REWREMENT5 ARE BASED ON I^1AU 51EATH1NG NAILED 6"O.G.AT THE PANEL EDGE, NE N EXTERIOR WALL - 4x4 wooD POST 1F WALL 5HEATHIN615 NAILED 3"O.G.AT TTE P4'INEL ED6E TO OBTAIN HIGHER SHEAR CAPACITIES, La C HAFT C E - PROVIDE L5TA 3o STRAP NEW FLOOR J015T - NAILIN6TZEQU/REMENTS FOR STRUCTURAL MEMt3ER5 SHALL BE DOUBLED,OR ALTERNATE INSTALL #BC4 A5 MPRV CONhEGTORS,5UGH A5 5HEAR PLATES,SHALL BE U5ED TO MAINTAIN THE LOAD PATIO R E S I D E N C E A5 MRFV BY"51MP50N' PROVIDE L5TA 30 5TRAP BY 51MP50W OR EQUAL 2 WHEN WAPLL 5HEA7HIN615 CONTIM10U5 OVER ONNEGTED MEMBERS, THE TABULATED#OF OR EQUAL -32"o.c. AS MRFV BY 'SIH-)SoN' •o• SECURE W 12-160 NAILS PROVIDE L5TA 30 571W 5EGURE W/06d NAILS OR EQUAL -32'o.c. NAILS SHALL BE PERMITTED TO BE 1ZF_DUGEU T01-I6d NAIL PER FOOT. INSTALL #P844 A5 MFRV A5 MRFV BY "51MP50N' ® TOP f BOT. (4)EACH 51DE 5EGURE W/(6)6d NAILS " ® TOP 4 BOT. (4)EACH SIDE ° BY 51MP50N'OR EQUAL 3 CORROSION RE515TANT 116UA6E•ROOFING NAILS AND 16 6UA6E 5TAPLE5 ARE PERMITTED,CHECK OR EQUAL -32 oc. SECURE W/12-160 NAILS IBC FOR ADDITIONAL REGUIREMENT5 630 RUCH LANE SECURE wr(T. 4) NA H CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OOUTHOLD, ® TOP d BOT.(4)EACH SIDE _ 4 �' e NY 119 71 LTP4 NEW CONC. SLAB U GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD GROUND • ♦ • ♦ e 1 I` `fl SNOW DESIGN FROST LINE DESIGN UNDERLAYMEN7 FLOOD 11 1 a a LOAD SPEED(MPH) CRITERIA WEATHERING; DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS NAILI�V( $C HE D U LE 1 a 11° 45 P5F 120 G SEVERE 3'-4' M to H 5 t0 M 11° YES ° 11 NEW CONCRETE 11 ° 11 r�0�1 17R 5EE PLANS DETAILS Fo H a ° all HIGH WIND ANALYSIS: Al MISCELLANEOUS PROJECT DATA d ° A LOCATION: 630 RUCH LANE SOUTHOLD NY 11971 WIND ZONE: 120 mph DF05URE B MEAN ROOF HE16 4T 26'-0" FLOOR TO FLOOR STRAP DETAIL WALL. TO FOUNDATION STRAP DETAIL P50ALE: ALL. TO FOHOATION 5TRAP DETAIL. DECK AND P05T STRAP DETAIL 'ROOF5PAN: 16�0' 05-043 If - ' 'I I ® I' I f' I I t1 ' I' I� I' ' 11 VE51GNED ACLORDINO NI7H: WOOD FRAME CONSTRUCTION MANUAL These plans are FOR 1&2STORYDWELLINGS an instrument 50ALE: I - I - O 50ALE: I = ! - O I = I - O SCALE: I = 1 - 0 CHAPTER 3 PRESCRIPTIVE DESIGN of service and ROOFRAFTER/TRUSS TO TOP PLATE CONNECTION are the property #R5MPMf DEMO of the Architect. MODEL DIMENSIONS FA5TENER5 UPLIFT = 526#PER TABLE 33 Infringements LATERAL d SHEAR PER TABLE 3 3A (PROVIDE(3)#6d COMMON NA1L5® will be NO. ANCHOR NO. OF 6A. W H B �. DIA. 51MPSON 5D5 ®II EACH R.R. E G.J. CONNECTION TO TOP PLATES(TOE NAILED) 14x3 WOOD III prosecuted. Pf�D5-W 14 3 II 4/16 21/8' 13/8' 5/8 / 4x4 WOOD P05T WALL TO WALL CONNECTION Prod. ' —NEW EXTERIOR IMIALL 2 - Iod x 1 1/2 '0II —EXI5TING FLOOR'.J015T SCREWS O �1l o Date :::.:, , ®II BASE UPLIFT = 460#PER TABLE 3.3 (5EE DETAIL #3 FOR GONNEGTIONREQUIREMENT5) MATERIAL: PHD5 -5D53 " 0 1A5 MFRV BYBY�MP50N OR EQUAL > %r 2 ggd LATERAL d 5HF}iR PER TABLE 3.3b (PROVIDE(5)#6d COMMON NAIL PER EACH END \ FIN15H: GALVANI= IJAIILS®'C'°�N o 11 5ECURE W/12-16D NAILS OF 1-1/4"x 20 GAGE 57PAP t 00 ✓: 1 o. # INSTALLATION: ll 4 - o INSTAL FOUNDAITION ANCHOR FJA USE ALL SPECIFIED FASTENERS. I I WALL ASSEMBLY TO FOUNDATION CONNECTION A5 MFRV BY 51IMP50N OR AL �� E ATI NSi FOR OG TION PLACE THE PW OVER THE i'XHOR BOLT. U INSTALL 51MP90N5 COVE-RECOGNIZED 5D51/4x3 WOOD 5CRE06,WHICH a UPLIFT PER TABLE 3.48 (PROVIDE(3)#6d COMMON NAILS®EACH END OF FOR HOLDON6,PER A57M TE 5T 5TANDARD5,ANCHOR BOLT PROVIDED WITH THE HOL.DOWN(LAG 5CREW5 WILL NOT ACHIEVE AME LOADS I a. 1-I/4"X 20 6AOE STRAP FOR AN IMPROVED GOMJEGTION,USE A 511�L NYLON LOCKI OR THREAD !� l�lf5 51IOULD�FINGER-TI61TT PLU51/3 TO I/2 TURNWITH 11 (2)1/2"OF BMT5® EXI5TING A{WII,NTH C06Dl�AT1 MBJTO ERWW� 9 E p SEE ELEVATION5 FOR LOGAT10N5 12/19/05 ADHE51VE ON THE ANCHOR BOLT. I 4° G ZED SEE PLAN5 —GONG. FOUNDATAON WALL SEE 557B ANCHOR BOL75,PACE 15,FOR ANG OPTION5. THE DE516N CARE SHOULD Q TAKEN Vi I GE CALCULATED TO�zESIST THE a, ° � o TO NOT OVER-TORQUE THE MIT. a � 51 PER TABLE 3.28 (PROVIDE�/6"VIA.ANCHOR$OL75®ff OF ALL CORNERS AN9 �6'-0"O.G. ° I ENGINEER MAY SPECIFY ANY AL ALL INTERIOR ZONE LOCATIONS SEE BELOI^�MORE A NOTED Dra ng No. I 7EN51ON LOAD FOR A 5PEGIFIG JO GHORA6E LEN6TH SHOULD TAKE TIE 11 EEX157ING CONCRETE FVN WALL BEARING PLATE HEIGHT OF I NTO ACCOUNT; TO ENSURE A0EGUAIF LENGTH OF ° = THREA05 TO ENGAGE T.FOR 3x SILL PLATES USE 557BL. a ALL INTERIOR ZONE LOCATIONS. SEE BELOI y MORE TO TIE DOUBLE2 TOGTHER,DE5IGNER 1 15T DETERMINE THE FA5TENER5 LATERAL SHEAR PER TABLE 32A PROVIDE 5/8"VIA ANCHOR 80LT5 a REWIRED MEMBERS TO ACT AS ONE UNIT WITHOUT 5PLITTIN6 THE WOOD. Amended SetPermit 30791. 2 EX15TIN6 FOWATION STRAP DETAIL 14 G0RNE: R 5 T U P H0LPP0NN PEETAI L 00LJMN, 5 T R A P DETAIL NA I L I NC SGHE PULE: `� 50ALE: I" = I' - 0" 50ALE: I" = I' - 0' 50ALE: ( = 1 - O 5GALE: NO 50ALE scale of GENERAL GONDITION5 .4 COMPACT EACH 501L LAYER TO AT LEAST THE SPECIFIED MINIMUM DEeREE. REPEAT PROcGE55 UNTIL PLAN GRADE 15 ATTAINED. DAMPPROOFIN6 .5 DO NOT PLACE BAGKFILL OR FILL MATERIAL ON 5URFAGE5 THAT ARE MUDDY, FROZEN OR:CONTAINING FR05T OR ICE. I. DRAWINGS 6 PLACE BAGKFILL AND FILL MATERIALS EVENLY ADJACENT TO STRUCTURES TO REQUIRED [ELEVATIONS. TAKE CARE TO PREVENT I. FURNISH AND INSTALL MASTIC DAMPPROOFING ON EXTERIOR SIDE OF CONCRE--TE FOUNDATION WALLS. MASTIC SHALL BE TYPE I, CLA55 a,,:; "' ;?'';;?';;;'.'.`', ::. `,''•:': ;.: .1 IT 15 THE INTENTION of THESE DRANING5 AND NOTES To PROVIDE FOR THE COMPLETE CONSTRUCTION OF THE RESIDENCE, INCLUDING WEDGING ACTION OF BAGKFILL AGAINST THE STRUCTURE BY GARRYIN6 THE MATERIAL UNIFORMLY AROUND THE STRUCTURE To B, TROWEL GRADE PRIMING ASPHALT MASTIC AS MANUFACTURED BY 'KARNACK GHEMIGAL CORPORATION OR EQUIVALENT. r EVERY ITEM 5HOWN, REASONABLY IMIPLIED, OR REQUIRED To COMPLETE ALL WORK. SHOULD ANYTHING BE OMITTED FROM THE APPROXIMATELY THE SAME ELEVATION IN EACH LIFT. 2. WHERE EXGE551VE eROUND WATER 15 ENGOUNTE'.RED, CONTACT ARCHITECT FOR PROPER INSTALLATION OF A WATERPROOFING DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE-RE5PON51BILITY OF THE :i WHERE THE CONSTRUCTION INGLUDE5 BASEMENT OR OTHER UNDEReROUND WALLS HAVING STRUCTURAL FLOORS OVER THEM, DO NOT MEMBRANE, DO NOT BAGKFILL IF PERCHED OR EXCESSIVE WATER CONDITION 15 SUSPECTED OR ENCOUNTERED. No. Issued To Date GONTRACTOR TO NOTIFY THE ARCHITECT. BAGKFILL SUCH HALLS UNTIL THE STRUCTURAL FLOORS ARE IN PLACE AND HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT THE .2 DO NOT SCALE: DRA:WIN65. WRITTEN DIMEN51ON5 SUPERSEDE SCALED DIMENSIONS. 144H5. 1 OWNER 12 18 05 2. PERMITS, FEES, APPROVALS 12. DEeREE OF COMPAGTION REQUIREMENTS: INSULATION .I CONTRACTOR SHALL OBTAIN A BUILDING PERMIT FROM THE LOCAL TOWN OR VILLAGE PRIOR TO STARTING ANY WORK. .1 STRUCTURAL FILL: DEN5IFY ALL STRUCTURAL FILL, INGLUDIN6RECOMPAGTED EX15TINO FILIL AND BAGKFILL, TO A MINIMUM DEeREE .2 ALL WORK SHALL CONFORM TO THE-REQUIREMENT5 OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND OF COMPACTION OF qO% OF THE MODIFIED PROGTOR DENSITY. I. AL INSULATION SHALL BE FURN15HED AND INSTALLED IN ACCORDANCE WITH THEREQUIREMENT5 OF THE ENERGY CONSERVATION SHALL AL50 CONFORM TO THE REQUI[REMENT5 OF ANY OTHER AUTHORITIES HAVING JURISDICTION. .2 COMPACT THE UPPER b" OF FILL IN PAVEMENT AREAS To A MINIMUM DEOREE OF COMPA07ION OF g5% OF THE MODIFIED PROCTOR CONSTRUCTION CODE OF NY STATE,2002. .3 CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL-REQUIRED APPROVALS,GERTIFIGATE5, PERMITS, IN5PEGTION5, APPROVALS, DENSITY. USE PROPER SUB BASE MATERIALS ONLY. 2. UNLE55 OTHERWISE NOTED ON THE DRAWINGS, INSULATION MATERIAL5 5HALL BE AS FOLLOWS: TESTS, ETG FOR ALL WORK PERFORMED FROM AGENGIE5 AND UTILITIES HAVING JURISDICTION THEREOF. .3 UNDER BUILDING 5LA135,USE eRANULAR FILL, IF 50 GALLED FOR ON THE DRAWIN65. ALL IEX15TING LOAM 15 TO BE-REMOVED AND 3. EXISTING CONDITIONS REPLACED WITH SELECTED CONTROLLED GOMPAGTED BAGKFILL A5 APPROVED BY A SOUL ENGINEER. GRAWL 5PAGE R = 30 q" FIBERGLASS BATT .1 GENERAL CONTRACTOR SHALL GHEGK AND VERIFY ALL EXISTING CONDITIONS AT THE 51TE PRIOR TO THE STARTING OF WORK AND 13. BAGKFILLING FOUNDATIONS SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THE PLANS AND SPECIFICATIONS AND SHALL MAKE ALL WORK AGREE WITH SAME. .1 PRIOR TO THE COMMENCEMENT OF BAGKFILLING EXCAVATIONS AS PROMPTLY, INSURE THAT THE FOLLOWING ARE COMPLETED; THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROGEEDING .1 ACCEPTANCE OF CONSTRUCTION BELOW FIN15H eRADE: INCLUDING, WHERE APPLICABLE:, DAMPPROOFINO AND WATERPROOFING INTERIOR 2" x 4" WALLS R = 13 3 1/2" FIBERGLASS BATT WITH THE WORK. IF ANY QUESTIONS IARI5E BEFORE OR DURING CONSTRUCTION AS To THE INTENT OR DETAILS OF THE DRAWING5, 2 INSPECTION, TESTING, APPROVAL, AND RECORDING OF UNDBReROUND UTILITY LOCATIONS; THE CONTRACTOR SHALL GALL THE (ARCHITECT FOR GLARIFIGATION AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS To FOLLOW .3 CONCRETE FORMWORK HAS BEN-REMOVED; ROOF INSULATION R = 30 q" FIBEROLA55 BAIT No. Revision Date THE ABOVE PROCEDURE, HE 5HALL A55UME ALLRE5PON515ILITY FOR THE CONSEQUENCES OF HI5 ACTIONS AND/OR DECISIONS. .4 SHORING HAS BEENREMOVED; 3. INSULATION MATERIALS SHALL CONFORM TO THE FOLOWIN6: .2 UNLESS OTHERN151E NOTED, THE EX151FING CONDITIONS 5HOWN ON THE DRAWIN65 WERE OBTAINED FROM FIELD DIMENSIONS. .5 TRASH AND DEBRIS HAS BEEN REMOVED; UNFAGED FIBE.R67LA55 BATTS A5TM G665, TYPE I; 4. 5UPERV15ION b PLACEMENT OF HORIZONTAL BRACING ON HORIZONTALLY SUPPORTED HALLS 15 COMPLETE AND SAFE; KRAFT FACED BATTS A5TM 0655, TYPE 111,GLA55 A; .1 THE CONTRACTOR SHALL PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED, SKILLED AND .1 FOOTING OR OTHER DRAINAGE FACILITIES ARE IN PLACE. FOIL FACED BATTS A5TM G665, TYPE III,GLASS B. CAPABLE IN THE NECESSARY CRAFT5, AND WHO ARE COMPLETELY FAMILIAR WITH THE 5PEGIFIED REQUIREMENT5 AND THE METHODS 2 ALL BAGKFIL MATERIAL SHALL BE GLEAN FILL. BAGKFILL To BE FREE OF WOOD, TRASH], DEBRIS AND ALL ORGANIC MATERIALS. 4. ALL INSULATION SHALL B LABELED AS TO TYPE,MANUFAGTURER, AND'R VALUES. NEEDED FOR THE PROPER PERFORMiANGE OF THE WORK. 14. eRADING 5. INSULATION 2 THE CONTRACTOR SHALL FURNISH AMP USE EQUIPMENT ADEQUATE IN SIZE, CAPACITY AND QUANTITY NEGE55ARY TO ACCOMPLISH .1 PERFORM ALL ROUGH AND FINISH GRADING REQUIRED To ATTAIN THE ELEVATIONS SHOWN ON THE DRAWINGS. .1 INSTALL ALL EXTERIOR WALL INSULATION IN AGGORDANGE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. THE WORK INCLUDED HEREIN, IN A TIMELY MANNER. 2 WHERE GHAN6E5 OF SLOPE ARE INDICATED ON THE DRAWINGS, GON5TRUGTROLLED TRANSITIONS HAVING A MINIMUMRADIU5 OF .2 INSULATION IN EXTERIOR WALLS SHALL BE PLACED WITHOUT GAPS OR VOIDS BETWEEN INSULATION. WHERE PIPES AND ELECTRICAL .3 IN PROCURING ALL ITEMS TO BE F"15HED A5 PART OF THIS WORK, IT 15 THE GENERAL CONTTRACTOR'SRE5PON51BILITY TO VERIFY APPROXIMATELY 5'-O", UNLESS ADJACENT CONSTRUCTION WILL NOT PERMIT SUCH A5 TRAN'INTION, OR IF SUCH A TRANSITION DEFEATS DEVICES OCCUR IN EXTERIOR WAL5, PLACE INSULATION BEHIND SAME, WITHOUT INTERRUPTION. THE DETAILEDREQUIREMENT5 OF THE SPECIFICALLY NAMED CODES, STANDARDS ANDREFERENGE5 AND TO VERIFY THAT THE ITEMS POSITIVE CONTROL OF DRAINAGE. .3 INSTALL BATTS WITH FACTORY APPLIED MEMBRANE FACING THE WARM 51DE OF THE BUILDING SPACE. PROCURED FOR USE IN THI5 WORK MEET OR EXCEED THE 5PEGIFIEDREQUHREMENT5. .3 GRADE AREAS ADJACENT TO BUILDINGS TO ACHIEVE DRAINAGE AWAY FROM 511RUCTURE55 AND TO PREVENT PONDING. 4 INSTALL TIGHTLY AROUND ALL EXTERIOR OPENINGS PERIMETERS, FILL IN COMPLETELY THE SPACE BETWEEN WALL FRAMING AND .4 CONTRACTOR SHALL COORDINATE ALL WORK, INCLUDING COORDINATION WITH ANY OTHER SUBCONTRACTORS HIRED BY THE OWNER THE FRAME OF WINDOWS, DOOR5, 5LEEVE5, ETC. SO AS TO A55URE: THE PROPER AND TIMELY PERFORMANCE OF WORK FOR THE OVERALL SCHEDULING OF THE PROJECT. S AFTER BATT INSULATION 15 COMPLETELY INSTALLED AROUND EXTERIOR OPENINGS, PROVIDE INSULATION SEALANT OVER BATTS. .5 DESIGN LOADS: -ROOM OR SPACE LIVE LOAD GONCRETE 6. SOUND INSULATION ROOF 45# PER 50. FT. .1 APPLY SOUND INSULATION AND SOUND ATTENUATION BLANKETS WITHIN PARTITIONS CONTINUOUSLY WITH TIGHT JOINTS. INSULATION FIR5T FLOOR 45# PER 50. FT. I. ALL CONCRETE WORK SHALL CONFORM TO THEREQUIREMENT5 AND REC.OMMENDATION5 OF A61-30444 "SPECIFICATIONS FOR MUST EXTEND FROM FLOOR TO CEILING AND FOR THE ENTIRE LENGTH OF THE PARTITION WITHOUT ANY VOIDS. SECOND (FLOOR 40# PER 50. FT. STRUCTURAL CONCRETE FOR BUILDINGS" (Fc = 3000 P50. 2 WHERE ELEGTRIG BOXES OR 51MILAR ITEMS PENETRATE THESE PARTITION5,WRAP THE INSULATION AROUND SUCH BOXES AND THE 2. PROVIDE 5 MIL THICK POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE. LIKE 50 AS NOT TO INTERRUPT THE CONTINUITY OF THE INSULATION. 3. PRIOR To BAGKFILLING, TROWEL ON MASTIC DAMPPROOFING AT THE EXTERIOR OF THE NEW a0NGRETE WORK. .3 SECURELY FASTEN THE INSULATION TO THE PARTITION CONSTRUCTION. DEMOLITION 4. ALL FOOTINGS AND FOUNDATIONS 5HAL'REST ON UNDISTURBED 501L WITH A MINIMUM 501L BEARING CAPACITY OF 2 TONS PER SQUARE FOOT (2,000 P5F). FOOTINGS SHALL HAVE MINIMUM OF 3'-O" OF COVER, A5 MEASURED FROH THE BOTTOM OF THE FOOTING TO THE David I. CONTRACTOR5HALL V151T THE 51TE TO DETERMINE THE CONDITIONS OF THE EXISTING STRUCTURES TO BEREMOVED. FINISHED eRADE DIREGTLY ABOVE FOOTING, OR AS OTHERWISE-REQUIREDBY LOCAL AUTHORZITIE5 HAVING JUR15DIGTION THEREOF. ROOFING AND FLA5HIN6 (REFER TO ATTACHED GOPPER-ROOFSHINGLE5Y5TEM) 2. CONDUCT DEMOLITIO14 OPERATIONS AND) THEREMOVAL OF DEBRIS WITH MINIMUM INTERFERENCE WITH EXI5TIN6-RE51DENT5,-ROAD5, 5. PRIOR TO THE PLACEMENT OF ANY FOUNDATION CONCRETE, THE CONTRACTOR SHALL HAVE THE LEVEL OF AGGEPTABLE BEARING STRATA STREETS, WALKS, AND ADJACENT OCCUPIED FACILITIES. ENSURE THE SAFETY OF ALL PERSONS AND BUILDINGS AROUND THE AREA OF VERIFIED IN THE FIELD BY AN INDEPENDENT 501L TE5TIN6 AGENCY. Howell DEMOLITION. CONDUCT OPERATIONS TO' PREVENT INJURY TO ADJACENT BUILDIN65, 5TRUGTURE5, FACILITIES, PERSONS AND PROPERTY. 6. AL CONCRETE WORK SHALL BE POURED IN PLACE. ALL FOOTINGS AND FOUNDATION WALL5 15HALL BE FORMED USING WOOD FORMWORK. 3. PROMPTLY'REPAIR ANY DAMAGES To ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 1. CONCRETE FOOTINGS SHALL NOT BE PLAGED IN OR UNDER WATER. Design 4. USE ALL MEANS NECESSARY To CONTROL DUST ON AND NEAR THE WORK AND ON AND NEAR ALL LOADING AREAS 15 5UGH DUST 15 5. CONCRETE COMPRESSIVE STRENGTH FOR AL FOOTINGS, FOUNDATION WAL5, PIERS, AND OTHER STRUCTURAL ELEMENTS SHALL B GAZED BY TH15 GONTRAGTOR'5 OPERATIONS DURING PERFORMANCE OF THE WORK, OR IFRE5ULTING FRONT THE CONDITION IN WHIGH THE 3,000 P51 (Fc = 5,000 P51). CONCRETE GOMPRE551VE5TRENGTH FOR AL INTERIOR 5LAB5 ON eRADESHALL BE 3,000 PSI, EXCEPT GONTRAGTOR LEAVES THE SITE. FOR 5LAB5 IN CRAWL SPACES WHIGH SHALL BE 3,500 PSI. 5. REMOVE EXISTING GUTTERS AND LEADERS AND INSTALL NEW LEAF6UARD GUTTER 5Y5TEM5 UNITS, .032 6A, SEAMLESS ALUMINUM, 5. GONIRAGTOR SHALL BE-RE51FON5113LE FOR OBTAINING LOCATIONS OF ALL UNDEReROUND UTILITIES, INGLUDIN6 DRYWEL5, LAWN q. CONCRETE 5LA135 ON GRADE SHAH BE 4" THICK CONCRETE, TROWELED AND FLOAT FINISHED, EXCEPT IN 6ARA6E5, WHERE SLAB SHALL COLOR BY OWNER. PROVIDE 5EAMLE55 ALUMINUM LEADERS AND ELBOWS, COLOR To MATCH 6UTTER5 AND PROVIDE SPLASH BLOCKS SPRINKLER SYSTEMS, ETC PRIOR To GOPMMENGIN6 ANY DEMOLITION. BE A MINIMUM OF 5" THIGK. PROVIDE bxbxIO/10 WOVEN WIRE MESH IN ALL SLABS ON GRADE. A51REQUIRED. 200 PARK AVENUE MOUTH 6. THOROUGHLY M015TEN ALL 5URFAGE5 A5 REQUIRED TO PREVENT DUST FROM BEING A NU15ANGE TO THE PUBLIC, NEIGHBORS,AND 10. FURNISH AND PLACE ALL ANCHOR BOLTS,SLEEVES, INSERTS A5REQURED. 1/2110 ANGHOR 130PLT5 SHALL BE PLACED AT A MAXIMUM OF 3'-0" NEW YORK, NY 10003 CONCURRENT PERFORMANCE OF OTHER WORK ON THE SITE. USE WATER SPRINKLING AND TEMPORARY ENCLOSURES TO LIMIT THE AMOUNT CENTERS, AND PLACED A MAXIMUM OF 1'-0" FROM CORNERS. OF DIRT AND DU5T ARISING AND 5GATT-ERIN6 IN THE AIR To THE LOWEST PRACTICAL LEVEL. LIMIT THE AMOUNT OF WATER USED TO 11. FURNISH AND PLACE ALL 5TEELREINFORGEMENT A5 INDICATED ON THE DRAWINGS. REINFORCING 51,EEL SHALL CONFORM TO ASTM A-615 CAULKING (212) 477-7700 PREVENT HAZARDOUS GONDITIONS, 5UGH A5 FLOODING. eRADE 60. FAX (212) 477-0149 7. GLEAN ADJACENT STRUCTURES AND IMPIROVEME:NT5 OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. ADJACENT I. PROVIDE CAULKING AND SEALANTS A5REQUIRED BETWEEN VARIOUS MATERIALS AND JOINTS IN AGGORDANGE WITH INDUSTRY AREAS SHALL BE LEI=T IN CONDITION EX<15TING PRIOR TO THE START OF THI5 WORK. 5TANDARD5 AND PRACTICES. EgAIL: DAYIDODAYMHOULL.NET 5. DEMOLISH ALL PORTIONS OF THE 5TRUG:TURE5 INDICATED ON THE DRAWINGS ANDREMOVE AL DEBRIS FROM SITE. STRUCTURAL STEEL 2. SEALANT MATERIALS • ♦ • ♦ • q. PROCEED WITH DEMOLITION IN A 5Y5Ta4ATIG MANNER, FROM TIP OF STRUCTURE TO GROUND. COMPLETE DEMOLITION WORK ABOVE .1 SEALANT MATERIAL5 5HALL CONFORM TO: EACH FLOOR OR LEVEL PRIOR To 015TWRBING SUPPORTING MEMBERS ON LOWER LEVELS. I. ALL STEEL WORK SHALL CONFORM TO THE REQUIRREMENT5 OF THE A15G "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION .1 51LIGONE PRODUGT5: FEDERAL SPECIFICATION TT-5-001543; 10. BREAK UP AND REMOVE CONCRETE 5LA05 ON GRADE, UNLE55 OTHERWISE INDICATED. DEMOL15H AND REMOVE BELOW eRADE WOODS, OF 57PWTURAL STEEL FOR BUILDINGS." 2 ONE COMPONENT PRODUCTS: FEDERAL 5PECIFIGATION TT 2-00230G. Arcalhek METALS AND ALL OTHER MATERIALS ENIGOUNTERED DURING DEMOLITION. 2. STEEL PRODUCTS SHALL CONFORM TO THE FOLLOWING A5TM DESIGNATIONS: .2 SEALANT PRODUCTS SHALL BE AS MANUFACTURED BY 'DON CORNING GORP' OR 'GENERAL ELEGMG COMPANY', SILICONE PRODUCTS 11. WHERE EXISTING WALLS ARE-REMOVED iOR NEW OPENIN65 ARE GALLED FOR IN EX15TINO WALLS PRIOR TOREMOVAL OF EXISTING STRUCTURAL STEEL...................................................A36 DIVISION. , HALLS, GEILING BEAMS,-ROOF iRAFTE:R51, ETC. CONTRACTOR SHALL BRACE EXISTING A5-REQUIRED UNTIL NEW 5TiRUGTURAL MEMBERS 3. ALL STEEL FLITGH PLATES TO BE THRU-BOLTED TO WOOD MEMBERS WITH 5/5"D. STEEL BOLTS AT 12" oc, 5TA66E•RED (IF NEGE55ARY). .3 SEALANTS SHALL BE ELASTIC, WATERPROOF AND NON-GORRONVE. COMPOUND WHEN SET MUST BE FIRM BUT NOT HARD OR BRITTLE A5 5PEGIFIED ARE INSTALLED. 4. FLOOR LEVELS, COLUMN CENTERS, AND OFFSETS ARE TO BE FIELD DIMEN51ONED PRIOR TO FABRICATION AND INSTALLATION. AND MUST PROVIDE LONG LIFE, ELASTICITY AND COMPLETE AND PERMANENT ADHESION To THE MATERIALS ON BOTH SIDES OF THE ARCHITECTS, P . C. 12. ALL ITEM5REMOVED IN THE CON5TRUCT'ION SHALL REMAIN THE OWNER'5 PROPERTY WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE JOINT. AFTER APPLICATION, THE COMPOUNDS MUST NOT SAG, CRACK,OR SHRINK UNDER ANY WEATHER CONDITIONS, NOR MUST THEY GARTED OFF THE 51TE AND LEGALLY D115PO5E1? OF. ITEMS OF SALVAGEABLE VALUE TO THE CONTRAGTOR MAY BE-REMOVED FROM THE BE OF 5UGH NATURE AS TO STAIN OR I715GOLOR MATERIALS To WHIGH THEY ARE APPLIED. 356 NEW YORK AVENUE 5TRUGTURE(5) AS THE: WORK PROeRE551E5. SALVAGED ITEMS MUST 5E-REMOVED FROM THE 517E A5 SOON A5 THEY ARE REMOVED FROM LUMBER .4 SEALANTS SHALL BE OF COLORS TO MATCH ADJACENT SURFACES AS 5EL.ECTED BY THE OWNER. HUNTINOTON, NY 11743 THE 5TRUCIURE. 3. BACKUP MATERIALS 13. GONTRAGTOR SHALL EXERCISE GOOD JIVOMENT TO MINIMIZE DAMAGE To EXISTING AREAS (INCLUDING LAWN AND SHRUBS). AREAS I. AL STRUCTURAL LUMBER SHALL BE GRADE MARKED, AND SHALL BE INSTALLED IN SUCH A MANNER A5 To LEAVE eRADE MARK .I ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH MANUFAGTURER'E: PRINTED RECOMMENDATIONS, FOR THE APPROVED (631) 427-0295 DAMAGED DUE To NEW CONSTRUCTION SHALL 13ERE5TORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL C05T TO THE OWNER. EXPOSED. SEALANT 5Y5TEM BEING APPLIED. FAX (631) 427-0297 14. PATCH A5-REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK A005 EXISTING. 2. ALL 5T-RUGTURAL LUMBER SHALL BE DOUGLAS FIR No.2 OR BETTER;Fb = b15, E = 1,800; OO,-,vRE55ED FOUR SIDES (545), UNLESS 2 BRU5H OUT ALL L005E MATERIALS U51NO THE APPROPRIATE TOOL FOR ThE SURFACE TO BE GLEANED, AND REMOVE AL DIRT, DUST, 15.1REMOVE ALL DEBRI5,,RUBBI5H AND OTHIFER MATE-RIAL5RESULTIN6 FROM DEMOLITION OPERATIONS. BURNING OF DEMOLISHED MATERIALS OTHERH15E NOTED ON DRAWIN65. OIL, GREASE, AND OTHER L005E PARTICLES PRIOR TO APPLYING SEALANT MATERIALS. BE SURE ALL SURFACES ARE DRY. EMAIL: ARdALHEWOMPANT.NET SHALL NOT BE PERMITTED. OBTAIN AND PAY FOR AL PERMIT5REQUIRED FOR-REMOVAL OF DEBRI5. TRA14151PORT MATERIALS REMOVED 3. UNLE55 OTHERWISE NOTED ON THE DRAWINGS, PLYWOOD SHEATHING 5HALL BE IN ACCORDANCE WITH THE FOLLOi^IINe.. .3 INSURE THAT SURFACES ARE COMPATIBLE FOR SEALANTS BEING APPLIED AND 5TRIGTLY FOLLOW SEALANT MANUFAGTURER'5 PRINTED FROM DEMOLITION AND DISPOSE OFF 511TE. DE50RIPTION 5PECIE5 eRADE MIN. THIGKNE54 NO. OF PLIES IN5TRUGTION5 FOR SURFACE PREPARATION. Epp" rm" rows 16. CONTRACTOR SHALL OBTAIN A DE516NATED LOCATION FROM THE OWNER FOR THE PLACEMENT OF TRASH A ,D ROLL-OFF CONTAINERS. 5UBFLOORIN6 FIR GDX 314 5 .4 WHERE THE USE OF BACKUP MATERIALS ARE REQUIRED, USE TUBE OR-ROD STOCK A5,REQUIRED, HOWEVER, MAXIMUM DEPTH OF CARE SHALL BE TAKEN 50 THAT CONTAINERS DO NOT DAMAGE EXISTING PAVED OR LAN05CAPE:D 5URFA6E5 RE5ULTIN6 FROM UNDERLAYMENT FIR P 4 T5 3/5" BACKUP MATERIAL SHALL NOT EXCEED TWO TIMES THE WIDTH OF -THE FINISHED JOINT. CONTAINER LOADING AND/OR UNLOADING OPERATIONS. EXTERIOR WALL 5HEATHING PINE (OR FIR) GDX 1/2" 4 .5 JOINTS 1-1. CONTRACTOR SHALL BE RESPONSIBLE IN OBTAINING THE CERTIFICATE OF OCCUPANCY. ROOF SHEATHING PINE (OR FIR ) COX 112" 4 .5 JOINTS UP To 1/4" IN WIDTH AND MORE THAT 3/4" DEEP AND JOINTS UP TO 112" IN WIDTH AND MORE THAN 3/5" DEEP MUST BE FILED 15. GONTiRAGTOR SHALL FILE CERTIFICATE OF WORKMEN'S COMPENSATION AND DISABILITY CERTIFICATE WITH TIE BUILDING DEPARTMENT ALL 5HEATHIN6 5HALL EXTEND OVER A MINIMUM OF TWO FRAMING BAYS, UNLE55 OTHE-Z^I!5E (NOTED. HORIZONTAL JOINTS IN SHEATHING WITH BACKING MATERIAL. LaCHANCE BEFORE STARTING WORK. TO BE SUPPORTED WITH BLOCKING. .6 DO NOT TH15T OR BRAID BACKUP MATERIALS. 5. ALL PLYWOOD4. ALL HOOD LE PLATES, SILLS,WALL SHEATHING SSHALL B OTHER4 P Y FIROD M/211THICK,rPX.Y IN GALLIT5HEATHING 5HA OR MASONRY EX ND OVER A MINIMUM OF WOBER. .1 PRIME 5URFACE5RECEIVIN6'REQUIRED, HALL BE DONE WTH AANT IN BRUSHAOR OTHER APPROVED MEANS THAT HIANOE HITH THE SEALANT LL-REACH ALL ARTS O THE JOINT TOIBE FILLED RE$IDENCE EXCAVATION FRAMING BAYS. WITH COMPOUND. 5URFAGE5 ADJACENT To JOINT SHALL BE MARKED FOR PROTECTION. .5 PROVIDE A BOND BREAKING MATERIAL A5REGOMMENDED BY THE SEALANT MANUFACTURER. I. EXCAVATION SHALL IIJGLUDE THE-REMOVAL OF ALL MATERIALS OF EVERY KIND OR NATURE WHIGH MAY BE-FTGUIRED FOR THE EXECUTION A MASK AREAS ADJACENT TO JOINTS IF NECESSARY To OBTAIN A NEAT SEALER LINE. OF THE WORK. EXGAVATION 5HALL INGILUDE THE-REMOVAL OF ALL-ROCK, BOULDERS AND OTHER OBSTRUCTIONS UP TO 1 112 CUBIC YARDS ROUGH GARPENTRY .10 APPLICATION MUST BE BY HAND GUN OR PRE55URE EQUIPMENT ACCORDING To MANUFACTURER'5 INSTRUCTIONS. IN SIZE. EXGAVATION WILL NOT BE CON151DERED COMPLETED UNTIL APPROVED BY INSPECTION. .11 EXGE55 SEALANT MUST BE GLEANED FROM NON-POROUS SURFACES WHILE IN UNGURED STATE WITH A COMMERCIAL SOLVENT. ON 630 RUdH LANE 2. EXGAVATE TO eRADE5 A5 5HOWN ON ITHE DRAWINGS. WHERE EXCAVATION eRADE5 ARE NOT 5HOWN ON THE DRAWINGS, EXCAVATE AS I. ALL FRAMING 5HALL CONFORM WITH GOOD STANDARD PRACTICES OF PLATFORM FRAMING AND COMPLY WITH THE REQUIREMENTS FOR POROUS SURFACES, EXOE55 SEALANT MUST BE ALLOWED TO CURE AND THEN BE-REMOVED BY ABRASION OR OTHER MECHANICAL -REQUIRED TO ACCOMMODATE THE INSTALLATION. LEVELING:'REMOVE ALL VJ T5, HUMMOCKS, AND OTHER UNEVEN SURFACES BY SURFACE WOOD CONSTRUCTION IN THE CODE MANUAL OF THE STATE BUILDING GON5T-RUGTION CODE. AILL WORK SHALL BE ACCURATELY FRAMED MEANS. ALLOW SEALANT JOINT TO CURE FOR AT LEAST 45 HOURS. SOUTHOLD, NY 11971 GRADING PRIOR TO PLACEMENT OF FILIL. PLUMB, LEVEL AND TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A-RI61D 5MXTURE. .12 SURFACES WITH PROTECTIVE COATINGS TO WHIGH THE SEALANT MUST BOND SHALL BE WIPED WITH A-REGOMMENDED SOLVENT TO • ♦ • ♦ • 3. WHERE DEPRE5510N5RE5ULT FROM THE:-REMOVAL OF SURFACE OR 5UB5URFACE OBSTRUCTIONS, OPEN THE DEPRE55ION TO EQUIPMENT 2. BEARING PARTITIONS 5HALLREGEIVE A CONTINUOUS DOUBLE TOP PLATE, WITH LAPPED JOINT5 NOT LE55 THAN 24". ALL BEARING REMOVE ANY OIL DEP051T OR PROTECTIVE COATING. WORKING WIDTH AND-REMOVE ALL DEBfR15 AND SOFT MATERIAL A5 DIRECTED BY THE ARCHITECT. PARTITIONS SHALL HAVE 501-I0 2" x 4" BLOCKING AND FIRE STOPS AT MID HEIGHT BETWEEN AI_L VERTICAL STUDS. PROVIDE A MINIMUM .13 CAULKED JOINTS, AFTER THEY HAVE BEEN COMPLETELY FILLED, SHALL BE NEATLY POINTED AND FINISHED. THE EXTERIOR JOINTS SPECIFICATION� I 4. FURNISH ALL FACILITIES AND MATERIAL-5 NEEDED TO PREVENT THE EARTH AT BOTTOM OF EXCAVATION FROM BEGOMING FROZEN. HEADER OF (2)2" x 5" AT ALL OPENINGS IN BEARING WALL5, UNLE55 OTHERWISE NOTED ON 1THE DRAWINGS. SHALL BE NEATLY POINTED TO MAKE A SLIGHTLY CONCAVE JOINT, THE ED6E5 OF WHIGH ARE FLUSH WITH ADJACENT SURFACES. 5. EXCAVATING FOR FOOTIN65: 3. ALL OPENINGS INROOF OVER FOUR SQUARE FEET IN AREA SHALL BE FRAMED WITH A MINIMUIM OF DOUBLE HEADERS AND TRIMMERS, .14 ALL CAULKED JOINTS SHALL BE MADE WATERTIGHT AND WEATHERPROOF. .1 EXCAVATE FOR FOOTINGS AND FOUMATION5 ONLY AFTER GENERAL 511E EXCAVATING, FILLING AND eRADING ARE COMPLETE. UNLE55 OTHERWISE NOTED ON THE DRAWINGS. ALL TAIL BEAMS SHALL BE SUPPORTED WITH APPROVED TYPE STIRRUP HANGERS OR A 510ING .2 VERIFY THAT ALL. COMPACTION 15 C-OMPLETE AND APPROVED PRIOR TO EXCAVATION FOR FOOTINGS. CONTINUOUS WOOD LEDGER STRIP. .3 EXGAVATE To THE ESTABLISHED LINES AND eRADE5. GUT OFF BOTTOM OF TRENGHE5 LEVEL, AND REMOVE ALL LOOSE SOIL. WHERE 4. ALL OPENIN65 IN WALL5 AND PARTITIONS SHALL- RECEIVE A HEADER BEARING ON ONE CRIPPLE(JAGK) STUD CONTINUOUSLY FASTENED SOFT 5POT5 ARE ENCOUNTERED,REMOVE ALL DEFECTIVE MATERIAL AND-REPLAGE WITH LEAN CONCRETE OR COMPACTED STRUCTURAL TO A FULL LENGTH STUD ABUTTING HEADER, EAGH SIDE. I. PROVIDE NUMBER I GRADE WESTERN CEDAR PERFECTION SANDED 16" LENGTH FILL AT NO ADDITIONAL C05T TO THE OWNER. 5. PROVIDE OR055 BRIDGING AT A MAXIMUM OF 5'-0" oc FOR ALL FLOOR JOISTS AND GEILING JOI5T5. BRIDGING SHALL BE I" x 3" GRO55 2. INSTALL ALL SHAKES OVER 30# BUILDING FELT OR "TYVEK" TYPE 13UILDINO WRAP. .4 ALLOW A SUFFICIENT 015TANGE FROM FOOTIN65 AND FOUNDATIONS TO PERMIT PLACING AND REMOVING CONCRETE FORMWORK, BRIDGING, 50LID WOOD BLOCKING 2" x DEPTH OF MEMBER OF 15 GAUGE METAL CROSS BR0GINO. 3. ALL COPPER FLAHING5 ARE To BE INSTALLED OVER ALL WINDOW HEADS INSTALLATION OF SERVICES, OTHER GONS1TtUGTION-REQUIRED, AND FOR INSPECTION. 6. ALL BUILT-UP WOOD GIRDERS, HEADERS, LINTELS, ETC SHALL BE PROPERLY FASTENED TO6ETfHC--R TO ACT AS ONE. WHERE GONTINUITY BELT TRIM AND FASCIAS PRIOR TO INSTALLATION .5 IN EXGAVATIN6 FOR FOOTINGS AND FOUNDATIONS, TAKE CARE NOT TO DISTURB BOTTOM FOR EXGAVATION: I5REQURED AND SPLICES ARE NECESSARY FOR LENGTHS OVER 24'-0", THE CONTRACTOR 5HALL OBTAIN SPLICE POINTS FROM THE 4. ALL SHAKES ARE TO BE STAINED AT ALL FOUR SIDES PRIOR TO INSTALLATION. .I EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST BEFORE CONCRETE 15 PLACED. ARCHITECT. JOINTS HALL NOT OCCUR AT CRITICAL POINTS. 5. HAKES ARE TO BE EXPOSED 1" To THE WEATHER. 2 TRIM BOTTOM TOREQUIRED LINES AND eRADE5 TO LEAVE SOLID BASE TO-RECEIVE CONCRETE. 1. TOP FLANGES OF GIRDERS, MASONRY WALLS AND IN OTHER LOCATIONS A5REQUIRED, SHALL. BE BRACED TO FRAMING MEMBERS WITH 6. ALL 5TA-RTER GOUR5E5 A-RE TO BE 112" CLEAR OF FELT BOARDS TO AVOID MAI5TURE 055OR13TION .3 WHERE BOTTOM OF EXCAVATION HA5 BEEN DISTURBED OR OTHE`.RH15E UNSUITABLE To PROPERLY SUPPORT FOUNDATIONS IN THE APPROVED TYPE METAL ANGHOR5 OR TIES. 1. HORIZONTAL 5PAGING OF ALL 5HAKE:5 HALL BE BETWEEN I/5" TO 1/4" To ALLOW FOR EXPANSION. 05-043 OPINION OF THE SOIL ENGINEER, WHETHER DUE TO FREEZING, POOR WORKMANHIP OR ERRORS, THESE EXCAVATION5 ARE TO BE 5. PROVIDE DOUBLE MEMBER FLOOR JOISTS UNDER PARTITION5RUNNING PARALLEL TO JOIST. PROVIDE A 51DE LAP OF 1 I/2" BETWEEN JOINTS IN 5UGGE551VE GOUR5E5 CARRIED TO A LOWER DEPTH, 5UFFI(GIENT TO PROVIDE STABLE BEARINGS A5 DETERMINED BY THE 501L ENGINEER, AT q. WOOD JOISTS TO BE FRAMED OUT TO ALLOW FOR PLUM5IN6ROU6HIN6 AND FITTINGS. WOOD) JOISTS TO HAVE A MINIMUM OF 4" 5. EACH SHAKE HALL BE SECURED WITH (2) GORRO5IVE1ZE515TANT FA5TENER5. These plans are CONTRACTOR5 EXPENSE. BEARING UNLESS OTHERWISE NOTED OR SHOWN. TYPE 304 OR 316 5TAINLE55 STEEL HOT DIPPED ZING COATED OR ALUMINUM NAILS. an instrument 6 UNDER FOOTINGS AND FOUNDATIONS- FILL OVER EXCAVATED AREAS WITH CONCRETE BY EXTENDING THE INDIGATED BOTTOM 10. ALL EXPOSED PIPING AND STEEL BEAMS IN FINI5HEDROOM5 5HALL BE BOXED AND REAMED TO-RECEIVE GYPSUM WALL BOARD, ANY SHAKE OVER 10" WIDE SHALL HAVE (2) ADDITIONAL NAILS INSTALLED I" O.G. FROM CENTER OF SHAKE of service and ELEVATION OF THE FOOTING OR BASE TO THE EXCAVATION BOTTOM, WITHOUT ALTERING THE REQUIRED TOP ELEVATION. UNLESS OTHERWISE NOTED. q. ALL NAILS 5HALL BE CONGEALED 2 FROM THE BUTT LINE AND 3/4 FROM EACH EDGE. are the property .1 BAGKFILLIN6 FOR OVER EXCAVATED AREAS SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 11. PROVIDE ALL OPENING5-REQUIRED FOR RECESSED MEDICINE CABINETS, CLOTHES HAMPERS,CONVECTORS, ETC WITHIN FRAMING. of the Architect. 6. SPOIL AND BORROW MATERIALS 12. PROVIDE 51LL SEALER AND TERMITE SHIELD UNDER ALL SILL PLATES AND ABOVE EXTERIOR [FOUNDATION WALLS. Infringements .1 DISPOSE OF UNSATISFACTORY EXCAVATED MATERIAL AND SURPLUS 5AT15FACTORY MATERIAL, AWAY FROM THE 51TE AT DISPOSAL 13. NO STRUCTURAL MEMBER5 5HALL BE LESS THAN 5" ABOVE GRADE. DOORS � AREA5 ARRANGED AND PAID FOR E3Y THE CONTRACTOR. MANUFACTURED BY 5IMP50N OR EQUAL. will be 2 OBTAIN MATERIAI-REQUIRED FOR HILL OR EMBANKMENT IN EXCESS OF THAT PRODUCED WITHIN THE eRADING LIMITS OF THE WORK I. PROVIDE WOOD DOORS AND FRAMES AS INDICATED ON THE PRAHING5 AND THE DOOR SCHEDULE. ALL INTERIOR AND EXTERIOR prosecuted. FROM BORROW AREAS. MILLWORK DOORS ARE TO BE SOLID GORE, BIRCH VENEER AS MANUFACTURED BY 'MORGAN OR EQUAL. .3 C05T FOR BORROW MATERIALS, INCILUDING ALL TRUGKING COSTS SHALL BE INCLUDED IN THE WORK OF THI5 5EGTION. 2. STOCK FABRICATED ITEMS WILL BE APPROVED IF THEY CONFORM GENERALLY TO SIZE, TYPE AND DETAIL AND OTHE:RREQUIREMENT5 -1. DO NOT PLACE, SPREAD, OR-ROLL AND, FILL MATERIAL DURING UNFAVORABLE WEATHER CONDITIONS. DO NOTRE5UME OPERATIONS I. FURNISH ALL MILLWORK, TRIM, MOLDINGS A5-REQUIRED FOR THE COMPLETION OF THE WORK, LAND IN ACGORDANCE WITH THE MATERIAL INDICATED ON THE DRANINC75 AND SPECIFIED HEREIN. UNTIL M015TURE CONTENT AND FILL DEN15ITY ARE 5AT15FACTORY To THE ARCHITECT. DESCRIPTIONS BELOW. 3. KNOCK-DOWN FRAMES SHALL BE USED FOR INTERIOR DOOR FRAMES FOR WOOD DOORS IN GYPSUM WALLBOARD PARTITIONS. Date"" F 5. PROVIDE BERMS OR CHANNELS TO PRE`.VENT FLOODING OF 5UBeRADE. PROMPTLYRE:MOVE ALL WATER COLLECTING IN DEPRESSIONS. 2. FURNIH ALL HARDWARE, FASTENERS,NAILS, 5CREW5, ANCHORS, SUPPORTS, ETG,REQUIRED FOR THE INSTALLATION OF THE MILLWORK. 4. ALL FINIHED WORK SHALL BE 5T-RONG AND RIGID, NEAT IN APPEARANCE, SQUARE, TRUE AND FREE OF DEFECTS, WARP OR BUCKLE. x �� q. WHERE 501L HAS BEEN SOFTENED OR EIRODED BY FLOODING OR PLACEMENT DURING UNFAVORABLE WE:ATHER,REMOVE ALL DAMAGED 3. UNLE55 NOTED ON THE DRAWINGS, AL MOLDINGS HALL BE FINGER JOINED, PAINT eRADE, NCO.2 COMMON PINE OR EQUIVALENT, AND A5 MOLDED MEMBERS SHALL BE GLEAN GUT, 5TRA16HT AND OF UNIFORM PROFILE THROUGHOUT THEIR LENGTHS. AREAS AND RE-GOMPAGT AS SPECIFIEDFOR FILL AND COMPACTION BELOW. FOLLOWS: 5. JAMB DEPTHS, TRIM, PROFILE AND BAGKBEND5 SHALL BE A5 56HEDULED ANE' 5HOWN ON THE DRAWINGS. 10. PROTECTION: # PROVIDE 112" x 3 1/2" WOOD TRIM AND MOLDIN65 AT DOORS•- CLEAR MATERIAL ,- � � 6. ADJUST FRAMES TO PARTITIONS AND WALLS WHERE THEY OCCUR. GL05ET SHELVING UNLE55 NOTED OTHERWISE ON THE VRA'^IIN65 .I BARRICADE OPEN HOLES AND DEPR:E5510NS OCCURRING A5 PART OF THE WORK, AND P05T WARNING LIGHTS ON PROPERLY PROVIDE I" x 12" SQUARE EDGE, 7. EDGE CLEARANCES SHALL BE PROVIDED A5 FOLLOWS: ADJACENT TO OR: WITH PUBLIC AREAS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND A5 OTHER- 4 PROVIDE 1 5/5" D. CLOSET POLE; tips I`_� .I BETWEEN DOORS AND FRAMES, AT HEAD AND JAMBS - I/5 - H15E-REQUIRED. .2 AT DOOR SILLS: WHERE NO THREHHOLD 15 USED - 3/5" MAXIMUM ABOVE FINISHED FLOOR; .2 PROTECT 51RUGTURE5, UTILITIES, 51pEWALK5, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL WHERE THRESHOLD 15 USED - 3/4" MAXIMUM ABOVE FINISHED FLOOR. r MOVEMENT, WA5HOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THI5 SECTION. FINIH CARPENTRY .3 BETWEEN MEETING EDGES OF PAIRS OF DOORS - I/5". 11. FILLING AND COMPACTION NOTE: FINISHED FLOOR 15 DEFINED AS THE TOP SURFACE OF THE FLOOR, EXCEPT WHEN-IRE51LIENT TILE" OR CARPET 15 USED, WHEN IT 15 .1 REMOVE VEGETATION, DEBRIS, UN5A:TI5FAGTORY 501L MATE.RIAL5, OB5IRUGTION5, AND DELETERIOUS MATTER FROM GROUND SURFACE I. INSTALL ALL MILLWORKREQUIRED, INGLUDIN6 BUT NOT LIMITED TO, ALL WOOD MOLDINGS,GLC05ET SHELVING AND POLE, KITCHEN THE TOP OF THE 5UBFL00R. WHERE CARPET 15 MORE THAN 112" THICK, ALLOW 1/4" GLEARANGE. 12/19/06 PRIOR To PLACEMENT OF FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN ONE VERTICAL To FOUR HORIZONTAL CABINETS,VANITIES, COUNTERTOPS AND BAGK5PLA5HE5. INSTALL ALL TOILET AGGE55ORIE5- INGLUDIN6 BUT NOT LIMITED TO TOWEL 50 THAT FILL MATERIAL WILL BOND WITH EXISTING SURFACE. BARS, TOILET PAPER HOLDERS, AND MEDICINE CABINETS. .2 WHEN EXISTING GROUND SURFACE HAS A DENSITY LE55 THAN THE SPECIFIED HEREUNDER FOR THE PA-RT16ULAR AREA, BREAK UP THE 2. Do NOT PERFORM ANY WORK UNTIL THE BUILDING I5 PROPERLY ENCLOSED AND ALL-RoUeH GON5TTRUGTION AND PATCHING, TILE WORK, A0 D kw/g Yo. GROUND 5URFAGE:, PULVERIZE, M01511URE-CONDITION TO THE OPTIMUM M015TURE CONTENT,AND GOMPAGT TO-REQUIRED DEPTH AND ETC, 15 COMPLETED AND ACCEPTED BY THE OWNER. NOTED PERCENTAGE OF MAXIMUM DENSITY. 3. FINISH WORK 5HALL BE CON51RUGTED IN AGGORDANGE WITH DETAILS AND APPROVED HOP DRAWINGS. ALL EXP05ED 5URFAGE5 AND ^ .3 AFTER 5UBeRADE GOMPAGTION HA55 BEEN GOMPLETED, SPREAD APPROVED FILL MATERIAL IN LAYERS NOT EXCEEDING EIGHT INCHES EDGES SHALL BE FINIHED SMOOTH AND BE FREE FROM MARKS, BLEMISHES OR DEFAGEMENTS OF ANY KIND CAUSED BY WORKMAN- Amended Set • IN UNCOMPACTED THICKNESS. WATEFR OR AERATE THE FILL MATERIAL A5 NECESSARY, AND THOROUGHLY MIX TO OBTAIN A M015TURE SHIP OR MANUFACTURER. CONTENT WHICH WILL PERMIT PROPEFR COMPACTION. 4. AL GL05ET5 HALL HAVE ONE 12" WIDE SHELF, INTEGRAL WITH HANGNOROD, FULL WIDTH OF CLOSET, AS INDICATED ON THE DRAWINGS. Permit 30791 5. ALL OTHER 5HELVIN6 SHALL BE OF SIZES AND IN QUANTITIES INDIGATED ON THE DRAWINGS. Ocale of HARDWARE WOOD FLOORING ELECTRIGAL I. PROVIDE AND INSTALL ALL FIN15H HARDWARE IN ACCORDANCE WITH THE FOLLOWING AND A5 INDICATED THE DRAWINGS. I. INSTALL WOOD FLOORING IN AGCOIRDANGE WITH THE DETAILS A5 INDIGATED ON THE DRAHIN65. I. ALL ELEGTRIG WORK SHALL CONFORM TO THE-REQUIREMENTS OF THE NATIONAL ELECTRIC CODE, THE NEW YORK STATE BOARD OF FIRE .I LOGK5 SHALL MEET OR EXCEED THE PERFORMANCE-REQUIREMENT5 FOR THE APPROPRIATE CYLINDER TYPES FOUND IN THE LATEST 2. UNLE55 OTHERWISE INDIGATED ON THE DRAWIN65, OAK FLOORS SHALL BE 25/32 -RED/WHI7TE OAK,GRADE "A", 5ELEGT 5TRIP FLOORING. UNDERWRITER:5 AND ALL-REQUIREMENT5 OF LOCAL AC5ENGIE5 HAVING JURWiGTION OVER THIS WORK. F.: d.. EDITION OF AN51 STANDARD AI56.5 FOR AUXILIARY LOGK5 AND A55OGIATED PRODUGT5. 3. FLOORIN6 SHALL BE BLIND NAILED,-RANDOM LENGTH WITH 2 GOATS OF POLYURETHANE SATIN FINISH, 3 GOATS IN HIGH TRAFFIG. 2. ALL MODIFICATIONS TO EXISTING ELECTRIC 5ERVIGE 5HALL CONFORM TO THE-REQUREMENT5 OF THE UTILITY GOMPANY PROVIDING 5UGH W 2 DOOR PENETRATION: ALL FUNGTION5 WITHIN ANY ONE GRADE AND 5ERIE5 OF LOGK SHALL FIT A UNIFORM DOOR PREPARATION A5 4. INSTALL BUILDING PAPER OVER PLYWOOD 5UBFLOOR PRIOR TO PLANK INSTALLATION. 5ERVIGE. GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL FEE5 REQUIRED BY SAID UTILITY COMPANY. GONTRAGTOR TO VERIFY THAT 5PEGIFIED BY THE MANUFAGTURER. STRIKES: STRIKES FOR GRADE I AND 2 BORED, MORTISE AND NARROW STILE LOGK5 SHALL FIT EXISTING ELEGTRIG 5ERVIGE 15 5UFFIGIENT TO HANDLE NEW ADDITIONAL LOAD5'REQUIRED BY THIS WORK. No. I0oued To Date THE PREPARATION 5PEGIFIED IN ANSI A1115.5 AND A115.13 AS APPLIGABLE OR AS 5PEGIFIED. ALL OTHER STRIKES SHALL BE THE 3. FURNISH AND INSTALL ELEGTRIG DISTRIBUTION WIRIN6 AND BRANCH GfRGUIT5 A5,REQULRED. FURNISH AND INSTALL 015MBUTION PANELS, MANUFACTURER'S 5TANDARD. STRIKES FOR INSTALLATION IN ALUMINUM MATERIAL SHALL HAVE 5/32" RADIUS CORNERS. CARPET IF REQUIRED. 1 OWNER 12 28 05 .3 TRIM, ROSES, E5GUTGHEON5, KNOBS, LEVERS,CYLINDER GUARDS SHALL COVER ALL DOOR PREPARATION OPENINGS. .I BRANCH CIRCUIT WIRING, SHALL BE AS FOLLOW5: .4 STRIKE BOXES SHALL BE FURNISHED WITH DEAD BOLT AND LATCH STRIKES. I. PROVIDE AND INSTALL NEW CARPETING AT ALL AREAS AS INDIGATED ON THE DRAWIN65. STYLE, TYPE AND COLOR BY OWNER. LIGHTING 4 GONVENIENCE......................#14 ROMEX 2. HARDWARE PROVIDE CARPET UNDERLAYMENT AT ALL AREAS THERE 15 NEW CARPET TO BE INSTALLED. KITGHEN APPLIANCES...............................#12 ROMEX DOORS HA-RDWARE FOR EACH DOOR 2 SPECIAL CIRGUIT WIRING FOR HIGH DRAW APPLIANCES 5UGH AS 5 OVENS AND CLOTHES DRYERS SHALL BE IN WIRE SIZED A5-REQUIRED INTERIOR DOOR 1 112 PAIR BUTT HINGES BY THE PARTICULAR APPLIANCE. I PREA55EMBLED PRIVACY LOCK SET PAINTING 4. FURNISH AND INSTALL DUPLEX'REGEPTAGLE5, SWITCHES, JUNCTION BOXES, AND OTHER DEVICES A5-REQUIRED, AND AS FOLLOWS: 15iTOP, 3 51LENGER5 .I DUPLEXRECEPTAGLE5 SHALL BE PLACED A MAXIMUM OF 12'-0" APART ON ALL GONTINUOU5, USABLE WAILS IN HABITABLE AREAS. I. ALL WORKMANSHIP MUST BE IN 5TRIGT AGGORDANGE WITH THE PRINTED'REGOMMENDATION5 OF THE APPROVED PAINT MANUFACTURER AND .1 GROUND FAULT INDICATOR (6FI) OUTLETS IN KITGHEN AND BATHROOMS A5-REQUIRIED BY THE NATIONAL ELECTRIC GODE. POGKET DOOR I SINGLE POGKET DOOR 5ET THE PAINTING GUIDES OF THE PAINTING AND DECORATING CONTRACTORS OF AMERICA. 2 SINGLE POLE LIGHT 5WITCH 5HALL BE PLACED IN EACH HABITABLE 5PAGE, INCLUDING WALK-IN GL05ET5. EXTERIOR DOOR I V2 PAIR BUTT HINGES 2. DELIVER PAINTS TO THE BUILDING IN ORIGINAL CONTAINERS WITH 5EAL5 UNBROKEN AND L/A13EL5 INTACT. DESTROY ALL ORIGINAL 2 ALL 5WITCHE5,'REGEFTAGLE5 AND PLATES SHALL BE DETERMINED BY Ol^lidER OR ARCHITECT AND SHALL BE A5 MANUFACTURED BY FIREA55EMBLED PEAD13OLT LOGK5ET PAGKA6E5 AFTER THE GONTENT5 HAVE BEEN-REMOVED. IN NO GA5E REFILL THEM. LEVITON. ALL DEVIGE5 SHALL BE IN MANUFACTURE'S STANDARD GOLOR 5ELEGTION5 AND BE SELECTED BY OWNER. 15iTOP,3 SILENCERS 3. MAINTAIN TEMPERATURE OF ROOM5 AT 50 F OR MORE DURING INTERIOR PAINTING. 5. FURNISH AND INSTALL SMOKE DETECTORS A5IREQUIRED BY ALL STATE AND LOCAL AUTHORITIES. No. Revision Date VgEATHER5TRIPPIN6 4 ALUMINUM SADDLE 4. MIX PAINT AND PAINTING MATERIALS ONLY IN AREAS WITHIN THE BUILDING DESIGNATED Br THE OWNER. 6. FURNISH AND INSTALL LIGHTING FIXTURES AS DESCRIBED BELOW AND AS INDICATED ON THE DRAWINGS. 5. STORE ALL PAINT, ENAMEL, OIL, TURPENTINE AND OTHER GOMBU5TIBLE MATERIALS WITHIN T`HE BUILDING IN-REGEPTAGLE5 PROVIDED WITH .I 'RECESSED "HI-HAT" LIGHTING SHALL BE HT HOUSINGS WITH 410 TRIM'RING AS MANUFACTURED BY HALO, DIVISION OF Mc6RAW EDISON. 3. ALL FIN15H HARDWARE SHALL BE MANUFACTURED BY BEST OR EQUAL AND SHALL BE IN FINISH AND STYLE SELECTED BY OWNER. TIGHT COVERS EACH NIGHT OR AFTER EACH WORK PERIOD. TIGHTLY OL05E SUGHRECEPTACLE5,-REMOVE ALL OILY OR PAINT FURNISH AND INSTALL 100 WATT, PARR40 INCANDE56ENT LAMPS FOR EACH FIXTURE INSTALLED. 4. HARDWARE INSTALLATION SATURATED GLOTH5 OR WASTE FROM THE BUILDING AFTER EACH DAY5 WORK PERIOD. PO NOT LEAVE ANY FLAMMABLE OR COMBUSTIBLE 2 LIGHTING FIXTURES FOR WALK-IN GLO5ET5 AND STORAGE CLOSETS SHALL BE 5TANDARD BUILDER'S INGANDE5GENT FIXTURE. .I ALL HARDWARE SHALL BE INSTALLED IN 5TRIGT AGGORDANGE WITH THE MANUFACTURER'S DIREGTIONS AND IN GOMPLIANGE WITH THE MATERIAL UNENGLO5ED WHILE IN51PE THE BUILDING. KEEP SUCH STORAGE SPACES NEAT AND GLEAN AND MAKE GOOD ALL DAMAGES 0 EXTERIOR, HALOGEN, BUILDING, MOUNTED LIGHTING, TO BE FURNISHED AND INSTALLED. TYPE AND MANUFACTURER BY OWNER. PROVIDE WITH THE HARDWARE 5GHEDULE. GAU5ED BY THIS WORK TO SUCH STORAGE 5PAGE5 AND THEIR 5URROUNDIN65. COVER FL(OOR5 OF STORAGE SPACE WITH HEAVY AND INSTALL AN INTERIOR TIMER FOR THESE LIGHTING UNITS. 2 ALL LOGK5 AND BOLTS SHALL OPERATIE SMOOTHLY,ALL BOLTS 5HALL 51T EASILY; ALL KEYS SHALL TURN EASILY. GL05ER AND BUILDING PAPER AND THEN WITH TARPAULINS. .4 BATHROOM TO HAVE (1) HEAT LAMP AND (1) 60 GFM EXHAUST FAN INSTALLED. TYPE BY OWNER, LOCATION AS INDICATED ON THE HOLDERS SHALL BE PROPERLY ADJUSTED TO OPERATE SMOOTHLY, TO FULLY G1-05E, TO PROPERLY STOP AND TO OPEN TO THE 6. PROTECT WORK FROM DAMAGE BY THE USE OF DROP CLOTHS. REMOVE PAINT 5TAIN5 GO>MPLETELY FROM FINISHED WORK. DRAWINGS. DEGREE INDICATED. 7. DO NOT GHANOE OR THIN ANY MATERIALS IN ANY WAY EXCEPT AS MAY BE INDICATED ON 'THE MANUFACTURER'S LABEL ON THE CONTAINER. 7. WIRE AND GONNEGT ALL EQUIPMENT FURNISHED INCLUDING, APPLIANCES, EXHAUST FANS, ETC. .3 FINISH OF HARDWARE'. 5HALL BE GAREFTULLY PROTECTED AFTER INSTALLATION. IMMEDIATELY PRIOR TO THE OWNER15 AGGEPTANCE, ANY-REQUIRED THINNING OF PAINT MUST BE DONE IN COMPLIANCE WITH THE PRINTED IN5TRLUGTION5 OF THE MANUFACTURER OF THE PAINT. 8. PROVIDE GATV WIRING AND-RECEPTACLES AS INDICATED ON THE DRAWINGS. SUCH PROTECTION SHALL BE REMOVED ,AND THE HARDWARE LEFT GLEAN AND FREE OF DAMAGE. 8. 5URFAGE5 TO BE PAINTED MUST BE GLEAN, DRY AND FREE FROM DIRT AND FR05T. COVER KNOTS AND PITCH STREAKS WITH 5HELLAG q. PROVIDE TELEPHONE WIRING AND-REGEPTAGLE5 AS INDIGATED ON THE DRAWINGS. EXACT LOCATIONS A5 PER OWNER'S INSTRUCTIONS. .4 HARDWARE WITH DAMAGED MECHAN15MS OR FINISH SHALL BE-REPLACED AT NO ADDITIONAL G05T TO THE OWNER. OR A RE51N SEALER COMPATIBLE WITH FINISH 5PEGIFIED. ILL NAIL HOLES AND MINOR IMPfERFEGTION5 WITH PUTTY BETWEEN FIRST AND 10. PROVIDE ALL GONTROL WIRING AND THERMOSTATS FOR HVAG EQUIPMENT. LOCATION A5 PER OWNER'S INSTRUCTIONS. 5EGOND GOAT. GOLOR OF PUTTY TO MATCH STAINED WORK. 11. PROVIDE NEW 200 AMP ELECTRICAL PANEL. LOGATION BY OWNER. q. COVERING MUST BE GOMPLETE. WHEN COLOR, STAIN, DIRT OF UNDERGOAT5 5HOW THROUGIH THE FINAL GOAT OF PAINT,THEN WORK SHALL 12. PROVIDE OWNER WITH CERTIFICATE OF APPROVAL FROM THE NEW YORK STATE BOARD OF FIRE UNDERWRITER5 UPON COMPLETION OF BE COVERED BY ADDITIONAL GOATS UNTIL THE PAINT 15 OF UNIFORM COLOR AND APPE`,RRANGE AND COVERAGE 15 COMPLETE. THE ELECTRIC, WORK. GYPSUM WALL BOARD 10. GENERAL .I AGGE55 DOORS, REGISTERS, PIPES, DUCTS, CONVECTORS, AND RECESS LININ65, UNLE555 OTHE--RN15E INDICATED, MUST BE PAINTED THE I. ALL 6YP5UM BOARD FOR INTERIOR WALLS TO BE 50' THICK x 45" WIDE x MAXIMUM LENGTHS P0551BL E TO MINIMIZE BUTT JOINTS, SAME A5 THE ADJOINING WALLS. M15GELLANEOU5 EXCEPT USE 5/5" TYPE "X" IN LOCATIONS A5 INDICATED ON THE DRAWINGS. GYPSUM BOARD 5HALL CONFORM TO ASTM 036. 2 DOORS IN A-ROOM MUST BE PAINTED ONE COLOR. TRIM AND WALL5 MUST BE THE 5AMIE UNLE55 SPECIFICALLY REQUIRED OTHERWISE. 2. ALL GYPSUM WALL BOARD SHALL BE GUT BY 5GORIN6 AND BREAKIN6, OR BY 5AWIN6, WORKING FROM THE FACE SIDE. WHEN GUTTING PRIME COATED BUFF5 AND DOOR GL05ER5 MUST BE PAINTED TO MATGH THE DOOR TO) WHIGH THEY ARE ATTACHED. I. ALL MATERIALS, METHODS OF CON51 RUGTION, EQUIPMENT AND ASSEMBLIES USED SHALL CONFORM TO THE-REGULATION5 OF THE NY5 BY 5GORIN6,GUT THE FACE PAPER WITH A SHARP KNIFE OR OTHER 5UITABLF TOOL. BREAK THE GYPSUM BOARD IN THE-REVERSE .3 ALL SURFACES INSIDE CLOSETS THROUGHOUT MUST BE PAINTED THE SAME A5IROOM IN WHIGH THEY OCCUR. BUILDING GODE APPLIGABLE TO ONE AND TWO FAMILY DWELLIN65 AND TO GENERALLY AGCEPTED 5TANDARD5 OF CON5TRUGTION. David DIRECTION, OR GUT THE BACK PAPER. .4 PAINTING MUST INCLUDERETURN5, HAUNGHE5, SOFFITS, ETC WHIGH FORM A PART OF ADJJAGENT SURFACE. 2. INTERIOR FINISHES TO BE GLASS "0" OR BETTER. 3. SMOOTH GUT ED6E5 AND ENDS OF THE GYPSUM BOARD WHE RE NECESSARY TO OBTAIN NEAT JOINTING WHEN INSTALLED. SCORE HOLES .5 HARDWARE, AGGE55ORIE5, FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING tMU5T BE PROTEGTED. 3. FLAMMABLE MATERIAL SHALL NOT BE PERMITTED AS INSULATION IN CONGEALED SPACES. FOR PIPES, FIXTURES, OR OTHER SMALL OPENINGS ON THE BACK AND THE FACE IN OUTLINE BEFORE-REMOVAL, OR GUT OUT WITH A SAW. II. ALLOW PAINT TO DRY HARD BETWEEN GOATS. 4. AIRCALHEK ARCHITECTS, PG 5HALL MAKE PERIODIC INSPECTIONS TO DETERMINE THAT ALL WORK 15 IN COMPLIANCE WITH THE Howell 4. BOAR05 SHALL BE OF MAXIMUM PRAGTIGA�L LENGTH 50 THAT AN AE35OLVTE MINIMUM NUMBER OF END JOINTS OGGUR. FIT ENDS CLOSELY, 12. THE 50HE:DULE L15TED BELOW 15 A GENERAL PAINTING AND FINISHING GUIDE. THI5 5GHEDULLE 15 TO BE SUPPLEMENTED BY THE DRAWIN65, GONSTFZXTION DOGUMENT5. BUT NOT FORGED TOGETHER. FINISH SCHEDULES AND THESE SPECIFICATIONS. 5. GONTRAGTOR IS TO SUBMIT BAR CHART WITH BID. THE CHART MUST-REFLECT STAGES AND PHASING FOR THIS PROJECT COMPLETE WITH 5. APPLY WALLBOARD FIRST (WHERE APPLIGABLE) TO GEILING5 AT-RIGHT ANGLES TO FRAMING MEMBERS,THEN 'FO WALLS. WHERE 13. 5GHEDULE FOR INTERIOR Surfaces: BEGINNING AND COMPLETION DATES. WALLBOARD MEETS PROJEGTING 5URFAGE5, SCRIBE AND GUT NEATLY. .I GYPSUM BOARD WALLS AND GL'G5 NOT'REGEIVIN6 GOVERIN65...........................15T GOAT - i'RIMEiR/5EALER 6. UPON AWARD OF BID, CONTRACTOR 15 TO PREPARE AND SUBMIT H15 GONTRAGT A5 AIA DOCUMENT AIOI STANDARD FORM OF AGREEMENT Design 6. HOLD GYPSUM WALLBOARD FIRMLY IN GONITAGT WITH THE FRAMING MEMBERS WHILE FA5TENER5 ARE BEING DRIVEN. FA5TENIN6 SHALL 2ND GOAT - ACRYLIC LATEX/FLAT BETWEEN OWNER AND GONTRAGTOR (Ig87 EDITION) FOR OWNER'S REVIEW. PROCEED FROM CENTER, PORTION OF THE VqALLBOARD TOWARD THE EDGES AND ENDS. DRIVE NAILS AND/OR SG�iREWS TO PROVIDE � WOOD TRIM, WOOD DOORS AND OTHER WOODWORK.....................................................1ST GOAT - PRIMER/SEALER 200 PARKA AVENUE O 2 6YP5UM WALL5-REGEIVIN6 WALL GOVIERIN65................................................................15T GOAT- PRIMER/5EALER HEAD PENETRATION JUST BELOW THE 6YP54U1M BOARD 5URFAGE WITHOUT BREAKING THE 5URFAGE PAPER OF THE GYPSUM BOARD OR VE UTH STRIPPING THE FRAMING MEMBER AROUND 'THE SOREN SHANK. ALL IMPROPERLY DRIVEN FASTENERS SHALL BE'REMOVED. 2ND GOAT - ALKYD ENAMEL 7. ALL E05 AND E06E5 OF GYPSUM BOARD SHALL OGGUR OVER FRAMING MEMBER5 OR OTHER SOLID BACKING, EXCEPT WHERE TREATED SEMI-GL055 NEW YORK, NY 10003 JOINTS OGGUR AT-RIGHT' ANGLES TO FRAMIIN6 OR FURRING MEMBERS. END JOINTS WALL BE STAGGERED AND JOINTS ON OPP051TE 14. AT THE COMPLETION OF ALL WORK TOUGH UP THE PAINT WORK;IRE5TOfRE SAME WHERE DAHA6ED OR DEFACED AND LEAVE THE ENTIRE (212) 477-7700 SIDES OF PARTITION 5HALL.. BE ARRANGED, TO OGGUR ON ALTERNATE FRAMING MEMBERS. WORK FREE FROM BLEMISHES. GLEAN ALL PAINT SPOTS, OIL AND STAIN FROM FLOORS, 61LA55, HARDWARE, METAL WORK AND 51MILAR FAX (212) 477-0149 8. FASTENER 5PAGIN6 SHALL BE: ITEMS UPON COMPLETION, LEAVING WORK IN PERFECT CONDITION. EMAIL: DAYID�DAYIDHO�ELL.NET .1 16" 5TUD 5PAGIN6: I6" ON GENTER ALCN6 EDGES AND ON 5TUD5, USING I", TYPE 'S" 5CREW5; 2 24" 511U0 5PAGIN6: 12" ON GENTER ALONG EDGES AND ON 5TUD5, U51NO I", TYPE "5" 5GREW5. q. PROTECT EXTERNAL CORNERS OF GYPSUM BOARD WITH A METAL BEAD ATTACHED TO SUPPORTING CONSTRUCTION WITH FASTENERS FINISHES 5PAGED AT 6" ON GENTEER. GORNER BEADS MAY AL50 BE ATTACHED WITH A CRIMPING TOOL. 10. FINISHING 6YP5UM BOA-FO I. UNLE55 OTHERWISE NOTED ON THE DRAWIN05, THE OWNER SHALL PROVIDE THE FOLLOWING-) FINISHES: Arcalhek .I GYPSUM WALLBOARD SHALL BE FIN15FED WITH MATERIAL5IREGOMMENDED BY THE GYPSUM 13OA-RD MANUFACTURER'S OR TH05E .I GARPETIN6 AND PADDING; MATERIALS WHICH CONFORM TO A5TM G475. NO FINISHING, OPERATIONS SHALL BE GOMMENGED UNTIL INTERIOR TEMPERATURE HAS 2 WALL GOVERIN65. BEEN MAINTAINED AT A MINIMUM OF 50 F FOR A PERIOD OF 48 HOURS AND THEREAFTER UNTIL THE GOMPOUND5 ARE COMPLETELY DRIED. ADEQUATE AND GONTINUOU5 VENTILATION SHALL BE PROVIDED TO ENSURE PROPER DRYING, SETTING OR GUTTING OR THE TAPING AND FIN15HINO COMPOUND. FURNISHINGS AND EQUIPMENT AR HITECTS, P. 2 -REMOVE AND KEEP GYPSUM WALLBOAR'.D FREE OF DIRT, OIL OR OTHER MATTER THAT GOULD CAUSE A LACK OF BOND. 356 NEW YORK AVENUE .3 BRING ALL VPLANE OF EN135 4RD. U6E JOINTS 5OPAL.L BE EVEN KEEP BOHHE E TIGHT SURFACE. THETTHEFRAMING MECHANICAL ANK L FASTENERS BELOW THE 1' UNLEGU -55 OTHERV415R FURN�IS}.}ON THE DRAWIN65, THE OWNER 5HALL FURNISH TO THE GONTRAGTUR FOR INSTALLATION FOR THE FOLLOWING HUNTINOTON, NY 11743 .4 APPLY THE TAPE PROPERLY EITHER BY' APPLYING GOMPOUND TO THE JOINT (BUTTERING), PRESSING IN THE TAPE AND WIPING OFF THE .I BATHROOM VANITIES AND TOPS; THESE DRAWINGS CONFORM TO THE THE DE510N CRITERIA FOR THI5 PROJECT (631) 427-0295 EXGE55 COMPOUND, OR BY MEGHANIGAIL TOOLS DE51ONED FOR THI5 PROGE55, TAKING CARE TO LEAVE 5U=FIGIENT COMPOUND UNDER 2 TOILET AGGE55ORIE5. THE TAPE TO PROVIDE A PROPER BOND OF THE TAPE TO THE BOARD. 2. GONTRAGTOR TO PROVIDE AND INSTALL WALL MIRRORS A5 DESCRIBED ON THE DRAWIN1; RE5IDENTAIL GORE OF NEW PORK STATE CONFORMS ;^,/ WFGM Igg5 EDITION. THE FAX (631) 427-0297 .5 APPLY THE SECOND COAT WITH TOOLS iOF SUFFICIENT WIDTH TO EXTEND BEYOND THE JOINT CENTER APPROXIMATELY 3". DRAW THE A5 PART OF THE 2002 INTERNATIONAL CONTRACT')R 15 TO BE KNOWLEDGEABLE EMAIL: ARdALHEKOCOMROENTSET COMPOUND DOWN TO A SMOOTH EVEN PLANE. AFTER DRYING OR SETTING, SAND THE TREATED SURFACE A5 ;SEEDED TO ELIMINATE RESIDENTIAL CODE OF THESE REGUIREMENT5 ANY HIGH SPOTS OR EXCESSIVE COMPOUND. .6 DRYING COMPOUNDS MUST BE ALLOWEP To DRY THOROUGHLY BETWEEN 5UGCE551VE GOATS BEFORE 5ANc',P6 AND THE APPLICATION PLUMBING OF THE NEXT GOAT. .7 APPLY THE THIRD GOAT WITH TOOLS THIAT PERMIT THE FEATHERING, OF JOINT TREATMENT ED&E5 APPROXIMATELY 6" FROM THE I. FURNISH AND PLACE ALL ABOVE GROUND PIPING FOR COMPLETE SANITARY GOLLECTION SYSTER GENTER OF THE JOINT. AFTER DRYING, LIGHTLY SAND THE FINAL GOAT TO LEAVE A SMOOTH SURFACE CC/ERIN6 OF THE JOINT. DO 2. FURNISH AND INSTALL COMPLETE DOMESTIC WATER DISTRIBUTION PIPING TAKEN FROM EXl5 i'N6 WATER SERVICE MAIN OR TAPPED INTO NOT,RA15E THE NAP OF THE PAPER WHEN SANDING. EXISTING DISTRIBUTION PIPING. .8 COVER ALL FA5TENIER HEADS WITH THLREE 5000E551VE GOATS EACH APPLIED IN A DIFFERENT DIRECTION. 3. FURNISH AND INSTALL NEW PLUMBING FIXTURES AND FIXTURE TRIM AS INDIGATED ON THE PRAWIN65. La C HAN C E .q BAGKFILL ALL GUT-OUT5 W1TH GOMPOUINID USED FOR TAPING, OR FINISHING 50 THAT THERE 15 NO OPENING LARGER THAT 1/4" BETWEEN 4. INSTALL AND GONNEGT NEW APPLIANCES REQUIRING PLUMBING GONNEGTION5. THE GYPSUM BOARD AND A FIXTURE OR RECEPTOR. 5. COORDINATE ALL CONGEALED PIPING, IN5ERT5, 5LEEVE5, ANCHORS AND OTHER OR EMBEDDED ITEMS,50 THAT THI5 WORK 15 PROPERLY R E S I D E N C E .10 FINISH THE GORNER DEAD WITH 5UGGE5:51VE GOAT5 OF JOINT COMPOUND A5 DIRECTED BY THE MANUFACTLPEFR, 50 A5 TO MAKE THE COMPLETED BEFORE GONCRETE OR PARTITIONS ARE PLAGED. CORNER BEADS FLUSH WITH THE BOARD SURFACE. 6. OBTAIN AND 5EGURE ALL APPLICATIONS FOR 5ERVIGE5, PERMITS AND FEE5-REQUIRED. .11 TAKE CARE A5 TO ENSURE THAT ALL POOLS AND CONTAINERS ARE KEPT GLEAN AND FREE FROM FOREIOr MATERIALS. USE ONLY 7. PIPING: POTABLE WATER FOR MIXING POWDER (COMPOUNDS OR TO THINK PREMIXED MATERIALS. DO NOT ALLOW GOMPOUND5 TO FREEZE. .1 BELOW GRADE DOMESTIC WATER PIPING SHALL BE TYPE K COPPER, SOFT, 11. PROVIDE WATER-RE515T'ANT 5HEETROGK A:T ALL WALL 5URFAGE5 AT THE NEW BATHROOMS. PROVIDE "WONDER BOARD" WATERPROOF 2 ABOVE GRADE DOMESTIC WATER PIPING SHALL BE TYPE L HARD DRAWN, 5EAMLE55 COPPER TUBING; 5HEE:TROGK AT THE 5HOWER AREAS. .3 BE:LON GRADE SANITARY PIPING SHALL BE SERVICE WEIGHT CAST IRON; 630 RUCH LANE .4 ABOVE GRADE 5ANITAIRY WASTE AND VENT PIPING 5HALL BE 5ERVIGE WEIGHT CAST IRON PIPE GONFORMIN6 TO A5TM A74. SOUTHOLD, NY 11971 5 BELOW GRADE 6A5 PIPING SHALL BE SCHEDULE &0 STEEL PIPING CONFORMING, TO A57TIl A53; e ♦ e ♦ � TILE: FLOOR AND WALL b ABOVE GRADE GAS PIPING SHALL BE 5GHEDULE 40 STEEL PIPING GONFORMIN6 TO ASTM A53. NOTE: IN ADDITION TO THE ABOVE-REQUIREMENTS,ALL GAS PIPING SHALL CONFORM TO T IiEIREQUIREMENT5 OF THE LOCAL UTILITY 1. INSTALL ALL TILE WORK: IN AGGORDANGE IWITH THE-REGOMMENDATION5 OF THE TILE GOUNGIL OF AMERICA. GOMPANY FURNISHING THE GAS. SPECIFICATIONS II 2. LAYOUT OF TILE 8. FIXTURES AND TRIM .I DETERMINE THE LOCATION OF ALL MOv/EMENT JOINTS PRIOR TO THE START OF THE INSTALLATION. .1 UNLE55 NOTED ON THE DRAWIN65, PLUMBING FIXTURES SHALL BE AS MANUFACTURED B n' KOHLER, OR EQUIVALENT. PLUMBING 2 LAY OUT ALL TILE WORK SO A5 TO MIN41MIZE GUTTING TILE LESS THAN ONE HALF TILE IN 51ZE. FIXTURES TO BE 5ELEGTE1? BY OWNER. .3 LAY OUT ALL WAIN5COT5 TO THE NEXT FULL TILE BEYOND ACTUAL PIMEN51ON AS INDIGATED ON THE DRAh'N65. 2 TRIM FOR PLUMBING FIXTURES SHALL BE AS MANUFAGTURED BY MOEN, DELTA OR EQUIP,;".LENT. .4 ALIGN ALL WALL JOINTS TO GIVE STRAIGHT AND UNIFORM GROUT LINES, PLUMB AND LEVEL. .3 PLUMBING FIXTURE GOLOR5 AND TRIM FINI5HE5 5HALL BE SELECTED BY THE OWNER FROM MANUFACTURER'S 5TANDARD GOLOR5 AND .5 ALIGN ALL FLOOR JOINTS TO INSURE 57RAI&HT AND UNIFORM GROUT LINES, PARALLEL WITH WALLS. WHEN 151N6 TILE SHEETS, MAKE FINISHES. JOINTS BETWEEN EACH SHEET SAME AS JOINTS WITHIN THE 5HEET5,50 EXTENT OF EACH SHEET 15 NOT V151ELE IN FINISHED WORK. q. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED A5-REQUIRED BY ALL APPLICABLE CODES. CAST IRON PIPE .6 ALIGN ALL BASE JOINTS WITH BOTH FLOOR TILF AND WALL TILE JOINTS. SHALL CONFORM WITH LOCAL CODE'REQUIREMENT5, WITH APPROVED JOINTS, PIPE 5UPPOR-115 AND GLEANOUT5. 3. ALL EXPOSED E06,155 OF TILF SHALL BE SMOOTHED AND BE SURE GUT TILE EDGE5 ARE GLEAN BEFORE IN5TA.LIN6. 10. FURNISH ALL ITEMS AND LABOR NEGE55ARY FOR THE TE5T5'TREQUIRED BY THE LOCAL AUTHORITY AND THE ADMINISTRATIVE AUTHORITY 4. FIT TILE GAREFULLY AGAINST TRIM,ALSO AROUND PIPES, ELECTRIC BOXES AND OTHER BUILT-IN FIXTURES 50 THAT ESCUTCHEONS, PLATES HAVING JUR15DIGTION OVER PLUMBING WORK. CONGEALED WORK 5HALL REMAIN UNGOVER:ED UNTIL ALL REQUIRED TESTS HAVE BEEN AND COLLARS WILL COMPLETELY OVERLAP GUT EDGES. COMPLETED;BUT IF NECESSARY, TESTS ON PORTIONS OF THE WORK MAY BE MADE AND THII'-5E PORTIONS OF THE WORK MAY BE MADE 5. WHEN USING TILE SHEETS,MINIMIZE TEARING SHEETS APART BY DRILLING PIPE HOLES WITH A HOLE SAW. AND THESE PORTIONS OF THE WORK MAY BE CONGEALED AFTER BEING PROVED SATISFACTORY. ALL TE5T5 5HALL BE MADE IN THE 05-043 6. SUPPLY FIRST GLA55 WORKMANSHIP IN ALL TILE WORK. PRESENCE OF-REPRE5ENTATIVE5 OF THE LOCAL AUTHORITY. -REPAIR5 OF DEFEGT5 THAT ,i,;RE 015GOVERED A5 A'RE5ULT OF These plano are 1. ALL PRODUCTS USED DURING THE INSTALLATION OF THI5 WORK SHALL BE IN 5TRIGT AGGORDANGE WITH THE KNUFAGTURER'S GURRENT IN5PEGTION5 OR TE5T5 5HALL BE MADE WITH NEW MATERIALS. CAULKING OF 50REWED JOINTS, CRACKS, OR HOLES WILL NOT BE PRINTED IN5TRUGTION5. AGGEPTED. TESTS SHALL BE-REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. an instrument 8. SETTING BEDS: II. PIPING SHALL BE INSTALLED TO ALLOW FOR EXPAN51ON AND GONTRAGTION WITHOUT UNDUE: 5TRAIN5 OR STRESSES ON PIPE, JOINTS, AND of service and .I USE THIN SET ORGANIC ADHESIVE METNOD FOR TILE ON GYPSUM WALLBOARD. GONFORM TO ANSI A108.4, CONNECTED EQUIPMENT. ALLOW GLEARANGE5 FOR THE INSTALLATION OF INSULATION AND AGGE55 FOR VALVES AND FITTINGS. PROVIDE are the property 2 USE DRY 5ET MORTAR METHOD FOR IN15TALLIN6 TILE DIMEN51ONALLY STABLE GONCRETE. GONFORM TO N51 A108.5. NAILING, SHIELDS AROUND ALL PIPING PA551NO THROUGH WOOD STUD PARTITIONS. q. TILE SET WITH ADHESIVE: 12. NO 5TRUGTURAL MEMBER SHALL BE WEAKENED OR IMPAIRED BY GUTTING OUT NOTGHIN6. of the Architect. .1 SURFACES MUST BE STRAIGHT AND LEWEL AND IN PROPER CONDITION TO'REGEIVE TILE. 13. PROTECT ALL PIPING PA551NO THROUGH WALLS FROM BREAKAGE BY PROVIDING PIPE 51-E!VE5. WHERE CINDERS OR OTHER GORR051VE InfringementIg 2 SPREAD ADHESIVE WITH 1/16" "V" NOTGIHED TROWEL, LEAVING NO LARGE DEPOSITS. CHECK COVERAGE Of ADHESIVE TO TILE BEFORE MATERIAL 15 ENGOUNTERED IN EXCAVATION OF PIPE TRENCHES, ALL FERROUS PIPING SHALL_ BE PROTECTED WITH A HEAVY GOAT OF will be 5TARTIN6 TO INSTALL TILE. APPLY AEPHE51VE ONLY TO AREAS AS GAN BE COVERED WITHIN THE OPEN TILE OF THE ADHESIVE. SET GOAL TAR ENAMEL. TILES WITHOUT SLIDING. TAP TILE TO A�55URE CONTACT WITH ADHESIVE. 14. UPON COMPLETION OF THE WATER DISTRIBUTION SYSTEM, TEST ALL VALVES TO INSURE THE:,R FULL OPENING AND FLUSH OUT THE SYSTEM prosecuted. Proj 10. TILE SET WITH DRY SET MORTAR: PROGRESSIVELY BY OPENING BUILDING OUTLETS AND PERMITTING THE FLOW TO GONTINUE FROM EACH UNTIL THE WATER-RUN5 CLEAR. . .1 SET FLOOR TILES IN DRY-5ET MORTAR: PLACED IN ONE LAYER APPROXIMATELY 3/32" THICK. DURING SUCH FLUSHING, OPERATION, THE LOCAL AUTHORITY MAY TEST THE FLOW FROM OUITL.ET5, AND BEFORE FINAL AGGEPTANGE OF " 2 DRY-5ET MORTAR 5HALL BE A MIXTURfE OF PORTLAND GEMENT WITH SAND AND ADDITIVES IMPARTING WATER-RETENTIVITY. THE WORK, MAKE FURTHER TESTS OF OUTLET FLOW5 TO ASCERTAIN IF THE LINES ARE GLFlof.,Iz. Date .3 GROUT FLOORS WITH 5AND-PORTLAND CEMENT GROUT, COLOR 5ELEGTED BY OWNER. 15. AT THE TIME OF FINAL INSPECTION OF THE WORK PERFORMED UNDER THI5 CONTRACT THE l fILITIE5 COVERED BY THI5 SECTION SHALL BE 11. TILE SET WITH CEMENT MORTAR: COMPLETE IN EVERY-RE5PEGT AND IN PERFECT OPERATING CONDITION. ALL SURPLUS MATTERIAL5 OF EVERY GHARAGTER'RE5ULTIN6 i MORTAR BED SHALL BE SET ON A 4 MILL POLYETHYLENE CLEAVAGE MEMBRANE. MORTAR SHALL BE GOM?05ED OF I PART PORTLAND FROM THE WORK IN THI5 SECTION SHALL HAVE BEEN-REMOVED. SANITARY SEWERS 5HALL.BE FREE FROM SAND, SILT, OR OTHER CEMENT AND 6 PARTS DAMP SAND BY VOLUME AND BY 1 1/4" IN NOMINAL THIGKNE55. OB5TRUGTION5. ANY DEFECTS 015GOVERED IN THE UTILITIES 505EQUENT TO THI5 INSPECTION SHALL HAVE BEEN GORREGTED. 2 -REINFORCE MORTAR: BED WITH 2" x 2" x 16/16 GAUGE WELDED WIRE MESH. `` .3 SET TILE IN DRY-5EF MORTAR BOND C(OAT ON CURED MORTAR BED. .4 GROUT FLOORS WITH 5AND-PORTLAND CEMENT GROUT, COLOR 5ELEGTED BY THE OWNER. HEATING AND AIR CONDITIONING 12. 5ET MARBLE SADDLES IN DRY-5ET MORT*R AS 5PEGIFIED ABOVE WHERE ADJAGENT FLOOR TILE 15 SET IN OZY-5ET MORTAR;AND SET s 5ADDLF5 WITH ADHESIVE AS SPECIFIED ALBOVE WHERE ADJACENT FLOOR TILE 15 SET WITH ADHESIVE. I. EXISTING HEATING SYSTEM TO BE EXTENDED TO NEW AREAS. j 13. GROUTING AND GLEANING: 2. MEGHANIGAL CONTRACTOR 15 TO SURVEY ALL EXISTING CONDITIONS. GENERAL CONTRAGITOR SHALL COORDINATE THE OTHER TRADES .s .I FOLLOW GROUT MANUFACTURER'S GURRZENT PRINTED INSTRUCTIONS. WITH THE MECHANICAL CONTRACTOR. LU/19/0655' 2 -REMOVE ALL GROUT HAZE AND 0135ER°VE GROUT MANUFAGTURER'5,REGOMMENDATION5 A5 TO THE USE OFAGID AND CHEMICAL 3. HEATING UNIT 15 TO MAINTAIN INDOOR TEMPERATURE OF 70°F WHEN OUTSIDE TEMPERATURE 15 O°F WITH A WIND OF 15 MPH. MAINTAIN 15OF n: GLEANERS. INDOOR AIR TEMPERATURE WHEN OUTSIDE AIR 15 q5°F. IN51DE HUMIDITY LEVEL AGCORDMP46E WITH A5HREA STANDARDS WHEN OUTSIDE "" .3 -RINSE TILE WORK THOROUGHLY WITH GLEAN WATER BEFORE AND AFTER USE OF GHEMIGAL GLEANERS. HUMIDITY 15 g5%-RH. 4. CONTRACTOR TO VERIFY THAT THE EX15TINO HOT HATER HEATER 15 CAPABLE OF HANDLIM6 THE ADDITIONAL LOA05REQUIRED IN THI5 NOTED Dr g No. WORK. Am--- ended Set Permit # 30791, Ocale I I of LaCHANCE RESIDENCE VENT ROOF o 71 "- No. Issued To Date 630 RUCH LATE NEH REVI5ED = i 0 ER 12 19 05 BATH BATH SOUTHOLD , STY 11971 � _ 2 2 _ �-- _ „ 2„ 2T" 1 11/2" 24' 1 1211 ��� — 211 LIST OF DFt AWING i1,v uv T-1 LIST OF DRWAINOO, ZONEIN6, sITLa sra� 2nd FLR PLU1VtBINC RISER, SITE PLAN I I/2" 3' 1 1/2" 2" I /2" G.O. No. Revision Date A-1 FIRST AND OEdOND FLOOR PLAN G.O. �� / 511 EXIST'6 XIST'G 3 / i B.D. 2/23/06 A-2 OOUTH AND WEOT ELEVATIONSI „BATH — KITGHEN EAUNDRY s X 2 -- — — L A-3 NORTH AND EAST ELEVATIONS F2" I2" 1 112„ I I/?" 2" A-4 OEdTIIONS I u�v5w, / � vw wn� A-5 KITdH[EN & LIVING RM. STALL 15t FLR / �� 1� '1 II / INRERIOR ELEVATIONO 2 3 I I/2 1 1/2�� 1 112�� G.O. A-6 BATHROOM ELEVATIONS G.O. A-7 NAILIPW $CHEDUAL / -8 PECI[FIdATION I HOUSE / ` A � � TO SERER TRAP �� G.O. � Q MCA A-9 �1PECI[FIdATIONO II SYSTEM 4 G.I. HASTE 0 BASEMENT O 0.* David 401 / oo,, Howell LIST OF Di�. AV�I I NOS i=' L1JM �31 NO D I AC RAI�i DeSign NOT TO SCALE <� LINE OF 111313 "-' EX15T'O / �6 4'(P COVER 200 PARK AVENUE SOUTH FIRST �TO SEPTIC / NEW YORK, NY 10003 FLOOR �� / (212) 477-7700 a,,0 cp �„m c pN NG P�� LNG•O�G / 'QQ, FAX (212) 477-0149 � � �o Foo � � \� J EMAIL: DAYID9DA`'IDHOIYELL.NET ppT/NG — pTIN r.1(2) 2 X 8 (TREATED) .. B — .. SECOND • ♦ e ♦ • ' FLOOR lQ� �' \10 / -� ADDITION �' Arcalhek LEo ' x W (602 S.F) 0 13 Mjibi _- --- - / ARCHITECTS, P.C. — (2)2 X 8 WOOD NAIL _ / 356 NEW YORK AVENUE I - )2 x -I / � '/ HUNTINOTON, NY 11743 11 / � (631) 427-0295 1:0" � FAX (631) 427-0297 Q I I . / F _ rl',� x 10 '� ` EMAIL: ARdALHEWONVEROENTSET`Q y i E — X 8 F.J. x I 2 X 8 F.J. 1 e d ' � , NEW 5/5" TY^E X GYP BD. \ 1J r � ® I6" O.G. WADS AND— � �I1 ® ALL WAD AND CEILING I6 O.G. / IN BOILER-ROOM 11110 I- --IJ I- - -I —515TER—NEW 31/2" X12" M. . L — �_ -- - - - - - - � �Ci t, I - - ..• :f` ' iLaOHANCE n NEW 2-O X2-0 " I I I REMOVE EX15T'6 O AGGE55 F — I " GONG. PIERS AND C / R E S I D E N C E O 515TER NEW 1 I I FRAMED VE5TIf3ULE �[',� / lNG 3 I/2" X 8" M.L. - — I STORAGE UNIT `V — J Hyl BOIL - — I I I INSTALL NEW 5,000 F1P51 GONG. O / I I '�: I C 115TER NEW 1 515TER NEW FOUNDATION WALL X 8 F.J. N x 2 X 8 F.J. I I I AND FOOTING / 630 RUdH LANE I6° O.G. N ® I6" O.G. / OOUTH:LD, NY 1197 - ' d) z EREGT NEN 2 REMOVE s-REPLACE x STUD WALL W/15 I :a I T EX15T G BOILER WITH / F —I TYPE "X" GYP.�B J 2" NC. 1 .:' I NEW DIRECT VENT TYPE. SITE PLAN Or/ 515TER NEW I ED GOAT `n ZONING 3 I/2" X 8"TM.L — AT EXISTG I I ,: I MIN 120,000 BTU. / \� ZONING N 1 I m BOILER ROOM L - �- - �, LI ❑ I INFORMATION — 1 2 5 F.J. I : : 8"xl6" GP?AWL SPACE 4-"1 3/4 I 0 6" O.G. I VENT WITH PLUMBING RISER INSECT SG�ZEEN F - - � 15T (TYP) DIAGRAM I I I XE 'G �' I I / Q I Itl / L_ � J-- - - - These plank are an instrument N N / of service and F - -1 , / are the property of the Infringement�ect. I , I (2)2x10 1 ,:� will be � ! - - - - - - - - - - - - - J GONTRAGTORTO prosecuted. 2' X 2' X I' DEEP I I I — VERIFY DEPTH AND ,/ Prod. GONG. PIERS I I 8'-0 I/2" N GONDITION OF EX15T'G \ / .� FOOTING AND ` / Date I ,r, FOUNDATION WALL O 2 X 8 F.J._, O 2 X 8 F.J. •"' • � '' �'' .„ _ . , I lr " I „ -- " 1 4 GONG. SLAB ® I6 O.G. x ® I6 O.G. o O N GRADE I - I 19, I I I I I O Is / t 1 I 13'-5 1/2" I I 4'-I" 41-101/2" L — - - - - - - - - - - - - - - -I 1 12/19/05 i (2) 2YIo — � - - - - - - - - - - - - - - - - - - - - - A' Y�w ing No. Amended set NOTED , Permit # 30 '791 FOUNDATI ON FLAN 51TE FLAN SCALE: 1/4" = I'-O" SCALE: I " = 1 0 ' - O " $tale of r� I NAILING SCHEDULE JOINT DE5GRIPTION #OF COMMON NAIL 5PAGIN5 El NAIL5 I ROOF FRAMING No. Issued To Date &4 GaIJT11�1d7U5 L.AIERAL BRACE®b'oc. RAFTER TO TOP PLATE(TOE-NAILED) 3-ed PER RAFTER 1 OWNER 12 18 05 ROOF RAFTER. 5EE ROOF RAFTERS 21� ' GEILIN6 J015T TO TOP PLATE(TOE-NAILED) 3-ed PER J015T FRAMING PLAN5. " T1� ORGE1LIA�;;.b15T MODEL MEMBER 51ZE FASTENERS GELING J015T TO PARALLEL RAFTER(FACE-RAILED e-I6d EACH LAP p 11/2 x 30 20 6A 5TRAP GELIN6 J015T LAPS OVER PARTITION5(FACE-,-WILED) e-16d EACH LAP (4) d NAILS RAFTERS I NO. e 0 d NAILS® STUD H RIDGE GARRING GH COLLAR TIE TO RAFTER O=AGE-NAILED) 3-10d PER TIE END (4) 10-mNgL5 D MEMBER CLIP 2-ed EACH EN COLLAR TIE. 5EE HR622 19/ib 2x OR 16-IOd x I In 2-IOd x I V2 RIM BOARD TO RAFTER(END-NAILED) 2-Ibd EACH ENO FRAMING PLAN5. r- 13/4 WIDE �,�•o - (2)2x4 TOP FATES 6A[���„ ' WALL FRAMING r 5ECURE COLLAR TIE W/ - (5)89 NAILS $ WITH _ MATERIAL: HRG22 /f (2) 112"VIA. T14RU 130LT5 EXTERIOR 57UD WALL FIN15H: GALVANIZED TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d I PER FOOT WITH NUT $ WA5HER. TOP PLATE5 AT INTER5EGTION5(FACE-NAILEG; 4-16d JOINT5 -EA. 510E NO. ReV1SlOn Date 206A6E51RM IN57ALLATION: 5W To STUD(FACE-NAILED) 2-16d 24"O.G. U5E ALL 5PE IED FA57FNER5. HEADER TO HEADER GAGE-NAILED) Ibd I6"O.G. ®ED6E5 ,d COM MA1®b'os. ON END OF IDLE-U5E OPTIONAL DIAMOND HOLES ON HRG22 AND HRC42 TO TOP OR BOTTOM PLATE TO 5TUV(END-NAILEG) 1-I6d PER 5TUD 5E HRG.BEND FACE FLAN5E5 ON HRG22 BACK FL05H WITH RIDGE AND A4 BLOCK HAILS TO EACH 10,8 N%5 GD ETE NAILING. BOTTOM PLATE TO FLOOR JOIST,BAND J0151; 2-16d 1'2 PER FOOT SRAGEhaIH 4-01 HAIL5 H 22 ON FACE OF R106E-A 16T TO CORRECT HEIGHT AND INSTALL NAIL5. END J015T OR BLOCKING(FACE-NAILED) GM/BLE BEVEL -GUT HIP MEMBER5 TO ACHIEVE FULL BEARING CAPACITY. 6YMBOAR9 BDIAUL 57W5 THE HRG MAY BE 5LOPEO TO 450 WiTH NO REDUTION IN LOAD5. FLOOR FRAMING 5d 6000M HAILS®roc. J015T TO 5ILL, _ D O L L A R T I E= D E= T A I L H U R R I C A N E 5 T R A P D E T A I L G E I L I N 6 B R A C E ® G A B L E E N O H A LL H I P RIDGE G O N N E G T O R DETAIL BRIDGING TO J015(TOE-NAILEV)PLATE OR (TOE-PL":ICED) 6d PER JOIW �� �� �� �� �� �� 4 �� � �� BLOCKING TO J015T(TOE-NAILED) 2-Bd EACH END 5GALE: I = I - O SCALE: = - O SCALE: _ ( - O 5CALE: 1 = I - O BLOCKING TO 51LL OR TOP PLATE(TOE-NAILED) 3-Ibd EACH BLOCK LEDGER 5TRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T J015T ON LED6ER TO BEAM(TOE-NAILED) 3-ed PER J015T BAND J015T TO J015T(END-NAILED) 3-16d PER J915T Fl BAND J015T TO 51LL OR TOP PLATE(TOE-NAILED) 2-16d 1 PER FOOT 2ND FLOOR WALL ROOF SHEATHING D avid PROVIDE 1-1/4" 20 6A6E . . 5TRAP W( Bd COMMON NAIL5 IN CH END STRUCTURAL PANELS 8d 6"EDGE/12"FIELD ® W e 1 DIMEN510MAL WOOD OR DIA60W BOARD 51-IEATHING MICRO LAM BEAM. 5EE 1'X6"OR 1"XB" 2-8d PER SUPPORT , RI06E VENT = FRAMING PLAN5. _ IDE#LU526 I"XIO"OR WIDER 3-Bd PER SUPPORT Jo15T HANGER eS � °�l GEILIN6 OR FLOOR - BY 5INPSON STRONG- ° J015T5. 5EE FRAMING _ TIE. CEILING SHEATHING 13 L1 ,[3PROVIDE I-1/4"X 20 GAGE W/ o o PLAN5. 200 PARK AVENUE SOUTH 5TRAP (2)5d COMMON ° MODEL MEMBER 51ZE FA ENER5 UPLIFT NAIL5 IN EACH END �° o ° 5EGURE J015T5 TO GYPSUM WALLBOARD 5d COOLERS VEDGE/IO"FIELD art � ° '° _ NEB, YORK, NY 10003 NO. T T(O AYC ® I6"O.G. . ° ° GIRDER OR HEADER WITH (212) 477-7700 R TERS PLA',TE5 ULT. ° 61-T OR HOLT BEAM WALL SHEATHING HANGER A5 MFTR19. BY FAX (212) 477-0149 HGP2 2x 6-lod x I In 6-log x I In 2017 ROOF RAFTERS. SIMP50N STRONG-TIE. 5TRUGTURAL PANELS 6'ED6E/12"FIELD EMAIL: DAVID@DA.VIDHOWELL.NET (DEPTH AND BEAM 8d ANGER TO MATCH THAT = PROVIDE#LT512 STRAP FIBERBOARD PANELS H HA W/FA5TENER5 A5 PER 7/16" 6d 3 3'ED(5E/6"FIELD • ♦ • ♦ e MATERIAL: OFJOISTS). MAW 5PEG5 BY 25/32" 6d 3 3"EDGE/6"FIELD FIN15H: HG -6ALVANIZZEO OR Z-MAX;HGP4 -GALVANIZED. 51MP50N 5TRON65-TIE. Arcalhe .K- IN.5 6YPSUM WALLBOARD 5d GOOLER5 7"EDG E/10"FIELD CATION: HAROBOARO ed WA ALL 5PEGIFIE9 FA5TENER5. PARTICLEBOARD PANELS ed 5EE MANUFACTURER) a.. ATTACH HOP TO DOUBLE TOP PLATE5;BIRO940UTH ONT REQUIRED FOR TABLE DIAGONAL BOARD 51-EATHING ARCHITECTS, P .C. LOA05. I"X6"OR I'We N 2-ed PER SUPPORT INSTALL RAFTER AND COMPLETE NAILING. RAFTER MAY BE 5LOPEV TO 45°. I"X10"OR WIDER 3-ed PER 5UPPORT 356 NEW YORK AVENUE HIP CORNER PLATE DETAIL RI06E 5TRAP 0 E T A I L J015T5 TO RUH WOOD OR MICROLAM 61RDE:R STRAPPING DETAIL ® CANTILEVER FLOOR SHEATHING HUNTINGTON, NY 11295 " (631) 427-0295 SCALE: I" = 1' - O" SCALE: I" I' - 0" SCALE: I" _ 1' - O" SCALE: I" _ I' - O" 5TRUCTURAL,PANEL5 __ FAX 631 427-0297 I"Ord LE-115 9d C%"EGCL% 1,2',�ILLG EMAIL: c T � ,^• ' r : , r� ��--'n GREATER THAN I" 10d 6'E56E/6"FIEL0 .&A�(,A� ILiK@CONVPRSEN►.iiE'I OIA60NAC BOARD SHEATHING I"X6"OR 1"X8" 2-Bd PER SUPPORT v' 4 I"XIO"OR WIDER Lj 3-8d PER SUPPORT NEW EXTERIOR WALL I NAILING REQUIREMENT5 ARE BA5E9 ON WALL 5HEATHIN6 NAILED 6"O.G. AT THE PANEL EDGE. NEW EXTERIOR HALL - *4 WOOD POST IF WALL 5HEATHING 15 NAILED 3"O.G.AT THE PANEL E96E TO OBTAIN HIGHER 5HEAR CAPACITIE5, L a C HAN C E NAILING REQUIREMENT-5 RLIGTURA FOR 5TL MEMBER5 5HALL BE DOUBLED, OR ALTERNATE PROVIDE L5TA 30 5TRAP NEW FLOOR J015T - INSTALL #BG4 A5 MFRV CONNEGTOR5,SUCH A5 SHEAR PLATE5, SHALL BE USED TO MAINTAIN THE LOAD PATH. RESIDENCE A5 MRF22 BY "51MP50N' PROVIDE L5TA 30 5TRAP BY 51MP50W OR EQUAL 2 WHEN WAWLL 5HEATHIN9 15 CONTINUOUS OVER CONNECTED MEM9ER5, THE TABULATED#OF OR EQUAL -32"o.c. A5 MRF'D BY "51MI'S0N' •o• SECURE YV/12-I6D NAILS NAILS SHALL BE PERMITTED TO BE REDJGED TO 1-Ibd NAIL PER FOOT. L5TA 30 5TRAP 5ECURE W/(e)bd NAIL5 OR EQUAL -52"o.c. INSTALL #PB.44 A5 MFRV A5 MRF'D BY "51MP5ON' ® TOP if DOT. (4)EACH 510E 5ECURE W/0)ed NAIL5 8 BY 51MP50W OR EQUAL OR EQUAL -32"o.c. 6 TOP $ BOT.(4)EACH 510E 5ECURE W I2-I60 NAIL5 3 CORRC510N RE5157ANT 116UA6E ROOFING NAIL5 AND 16 6UA6E 5TAPLE5 ARE PERMITTED,CHECK 5ECURE W 0 8d NAIL5 IBC FOR ADDITIONAL REQUIREMENT5 630 RUCH LANE ® TOP$ BOT. (4)EACH 51DE a CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SOUTHOLD, NY 11971 - LTP4 NEW GONG 5LA13 U GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD GROUND • ♦ • ♦ • `fl SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD it 9 a o LOAD SPEED(MPH) CRITERIA WEAT4ERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS NAILING SCHEDULE 45 P5F 120 O 5EVERE 3'4 M to H 5 to M II° YE5 ° FD1q. HALL WEN CONCRETE G FOOC�JG�iER 5EE PLANS DETAILS II NEW CONCRETE FOR WALL HIGH WIND ANAL YSIS.- I� a ° ° I ° MISCELLANEOUS PROJECT DATA ° LOCATION: 630 RUCH LANE SOUTHOLD NY 11971 ° WIND ZONE: 120 mph EXP05URE: B MEAN ROOF HE16NT: 26'0" FLOOR TO FLOOR STRAP DETAIL � o HALL TO FOUNDATION STRAP DETAIL II HALL TO FOUNDATION STRAP DETAIIL ( � DEGK AND P05T STRAP DETAIL ROOF SPAN: 05-043 DESIGNED ACCORDING WI TH: WOOD FRAME CONSTRUCTION MANUAL These plans are 5GALE: I" = I' - 0" SCALE: I' - O" SCALE: I" = 1' - O" SCALE: I" = I' - O" CHAPTER STORY O YDW CLINGSDESIGN an instrument of service and ROOF RAFTER/TRUSS TO TOP PLA TE CONNECTION are the property �PrIVE of the Architect. UPLIFT = 526#PER TABLE 3.3 Infringements MODEL DIMEN5ION5 FASTENERS LATERAL 4 5HEAR PER TABLE 3.3A (PROVIDE(3)#Bd COMMON NAIL5 0 will be NO. ANCHOR NO. OF 6A. W H B � VIA. 51MP5oN 5D5 ®II EACH R.R. ifG.J. CONNECTION To TOP PLATES(TOE-NAILED) Pro prosecuted. PISS-5M3 14 5 II 9/16 21/8' 13/8 5/& 1/4x5 HOOD (0 4x4 WOOD P05T WALL TO WALL CONNECTION NEW EXTERIOR WALL 2 - IOd x 1 1/2 ®II EXISTING FLOOR J015T SGREwS o ®II o �� GKIPTIVED Date - �,:n:-- ®II UPLIFT = 460#PER TABLE 3.3 (5EE DETAIL #3 FOR CONNECTION REQUIREMENT5) �y. r P 2-� �p IN5TALL COLUMN BA5E#LCB44 / �yi MATERIAL: PH05 -5D53 NAIILS®61 "o cN ®II ,o' A5 MFRV BY 51HP50N'OR EQUAL LATER 15HEAR PER TABLE 3.3b (PROVIDE(5)Aed COMMON NAIL PER EACH END FIN15H: 6ALVANIZED o II 5ECURE W/12-160 NAIL5 OF 1-1/4 x 20 GA6E 5TRAP ;'G _� •�?� „� C1�' INSTALL FOUNDATION ANCHOR#FJA IN5TALLATION. a WALL ASSEMBLY TO FOUNDATION CONNECTION 'o A5 MFRT7 BY 51MP5ON'OR EQUAL USE ALL SPECIFIED FASTEI�:RS. I I EE E ATI t1V5 FOR OG TION PLACE THE PHD OVER THE ANCHOR BOLT. H INSTALL 51MP50N5 CODE-REG06NIZED 505 I/40 WOOD SCREWS,WHICH a PER ASTM TEST STANDARDS FOR IIOLDOhiPlS ANCHOR BOLT a UPLIFT PER TABLE 3.4B (PROVIDE 0)#ed COMMON NAIL5 0 EACH END OF PROVIDED WITH THE HOLDO,"K (LAG 5CREW5 WILL NOT ACHIEVE AME LOAD) 1-1/4"X 20&ACE 5TRAP C USE A STEEL NYLON LG�GKI TOR THE I�; I�1T5 SHOULD BE FINGER-T161IT PLUS I/3 TO I/2 TURN WITH x- r. 1 (2)I/2"EXP. BOL T5 0 EX15TIN& FOR AN IMPROVED CONNEC T10N, A hM NTH G0451DL 110H&WW TO PYJ551BLE RlIUZEWX.WWA6E � G P�R 5EE PLAN5 � � - �pN 5EE ELEVATIONS FOR LOCATIONS 12 19 05 �- ADHE-51VE ON THE ANCHOR 3OLT. I FIR SIZP " " GONG. FOUNDATION WALL ° CARE SHOULD 6X TAKEN a PER TABLE 3.2B (PROVIDE 5/8 VIA. ANCHOR BOLTS® 6-0 O.G. I I 5EE 55T8 ANCHOR BOLTS,F'A6E 18,FOR ANGHO OPTIONS. THE DESIGN a TO NOT OVER-TORG?UE THE NUT. a ENGINEER MAY 5PEGIFY ANY ALTFRNATF GE CALCULATED TO RE515T THE °o• ° ° WITHIN&-0"OF ALL GORNER5 AND 6'-0"O.G. AT AS TEN51ON LOAD FOR A 5PEG'F1C JO GHORAOE LENGTH SHOULD TAKE THE ALL INTERIOR ZONE LOGATION5. 5EE BELOW,MORE NOTED rawing NO. I EXISTING CONCRETE FOR WALL BEARING PLATE HEIGHT OF I NTO ACCOUNT, TO ENSURE ADEQUATE LENGTH OF ALL INTERIOR ZONE LOCATION5. 5EE BELOW,MORE THREADS TO EN�A�C-EwIl FG'R 3x SJLL PLATES U5E 55TBL. a TO TIE DOUBLE ILI , TOGTHER,UE516NER NNST DETERMINE ME FA5IFNER5 LATERAL d 5HEAR PER Ti1BLE 32A PROVIDE 5/8"VIA ANCHOR BOLTS a REQUIRED MEMBER5 TO ACT A5 ONE UNIT WITHOUT"SPLITTING THE WOOD. 6 3'-0"o.c. Amended Set, Permi 30791 A7 I � EXI5TIN6 FOUNDATION STRAP DETAIL ( � C O R N E R 5 T U 0 H O L P 0 O N N 0 E: T A I L I � C O L U M N 5 T R A P D EE T A I L N A I L I N G 5 G H E_ D U L E: SCALE: I" = P - O" SCALE: I = I - O SCALE: I - V - O SCALE: NO 50ALE Scale j of a' i i M ' } i b e F y 5 ; '• . _. -_, , ter, by r