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Home My WebLink About36123-Z Town of Southold Annex 4/8/2014 P.O. Box 1179 54375 Main Road * Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36682 Date: 1/2/2014 THIS CERTIFIES that the building FIRE SPRINKLER Location of Property: 3800 DUCK POND ROAD CUTCHOGUE, SCTM 473889 See/Block/Lot: 83.-2-17.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/6/2011 pursuant to which Building Permit No. 36123 dated 1/6/2011 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: fire sprinkler system for an existing motel and restaurant as applied for. The certificate is issued to E&C PROPERTY HOLDING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36123 Z Date JANUARY 6, 2011 Permission is hereby granted to: E & C PROPERTY HOLDING 158-11 HARRY VAN ARSDALE BLVD. FLUSHING,NY 11365 for FIRE SPRINKLER INSTALLATION TO AN EXISTING MOTEL AS APPLIED FOR. REPLACES EXPIRED BP # 34228 at premises located at 3800 DUCK POND ROAD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 017.003 pursuant to application dated JANUARY 6, 2011 and approved by the Building Inspector to expire on JULY 6, 2012. Fee $ 250.00 Author d Signatur ORIGINAL 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 COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34228 Z Date OCTOBER 14, 2008 Permission is hereby granted to: ED. CULT. CENTER 3800 DUCK POND RD CUTCHOGUE,NY 11935 for FIRE SPRINKLER INSTALLATION TO AN EXISTING MOTEL AS APPLIED FOR at premises located at 3800 DUCK POND RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 001 pursuant to application dated OCTOBER 2, 2008 and approved by the Building Inspector to expire on APRIL 14, 2010. Fee $ 250.00 Authorized Signature ORIGINAL Rev. 5/8/02 h- SOUTH oip~ s 70P I it izz 34123 Foot io) TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESWIANT PENETRATION REMARKS: / 1i1N1 -0'~ NG5 02712 :a S5 ~ TY7 5TA DATE 1 INSPECTOR S - 00 FIELD INSPECTION REPORT DATE CONEVIENTS Uy -o ki q FOUNDATION (IST) x i FOUNDATION (2ND) cCIO ti ROUGE FR4D~G PLUMBING n 7 7LNSULATION ER N. Y.Y CODE 1 O FINAL ADDITIONAL COMMENTS O~ -2 -09 i ~°erNK~e s - ,QilVUC -Tt3; ASS-Z4 ~ h ~y ~ o z M d _ N 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: Approvedw f~l , 20 L? Mail to Disapproved a/c {1/r cy~j one' 71 2 Expiration (c{ , 20_i_9 Inspector JOB: SANTORINI BEACH RESORT 13uilding 3800 DUCK POND ROAD APPLICATION FOR BUILDING PERMIT CUTCHOGUE,NY Date October 1 20Qa_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. it. 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 sing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. TtlNDERWRITERS CERTIFICATE ,REQUIRED igna[ure of applicant or name, if a corporation) cu I" I 10 Sea Cliff Ave 6l en oV ,NY 11542 ALL CONST r.'..'..,., _ (Mailing address of applicant) MEET THE RE06 V THE State whether applicant is ow contractor, VCt'-'xt"I'4~t,~ 8 .7r " Plumber l DATE: .11i 11~ ~ Name of owner of premises Joint Industry Board of ThW-..: le trica~Y.I ryqf-s (As on the tax roll or latesBtleed} Y EUI r,'1S CcPARTME! T If applicant is a corporation, signature of duly authorized officer `,2 g(Q 11 PM FOF John Maccarone. Vic President Cc and title of corporate officer) r ")A! ION - T l 'Q RE i RE ~ ?A? QU' Builders License No. .~~p~~ F! ; POUR C CONCRETE Plumbers License No. MIC I IO ^H - FRAMING & PLUh' Electricians License No. E o. INSjLATIDN Other Trade's License No._ yt 4. FINAL - CONSTRUCTION ML. ~P~I~II~vI EE COMPLETE FO9 C.O. 1. Location of land on which proposed work will be done: ALL CONS RUCTION SHALL i =cT 380 Duck Pond Road House Number Street HaT' I K STATE. NOTRESPONE LF County Tax Map No. 1000 Section 83 Block DESIGN Q& cCMIUCTION ER., Subdivision Filed Map No. Lot (Name) JOB .k 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: SANTORINI a. Existing use and occupancy Hotel BEACH RESORT 3800 DUCK POND RD Intended use and occupancy Hotel CUTCHOGUE,NY X 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost $100r000.00 Fee $250.00 (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 40 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. Commercial 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear- Depth Height Number of Stories 9. Size of lot From[ Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES_ NO Joint Industry Board of the 158-11 Harry van Arsdale?Ave Flushing,NY 14. Names of Owner of premises_ F i_ t r- ' Ajd#&s Phone No. 7 d uo j_ o g n 0 1 1 3 6 5 Name of Architect Address Phone No Name of Contractor Address Phone No. Maccarone Plumbing, Inc. 10 Sea Cliff Ave Glen Cove, NY 11542 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) SS: COUNTY OF ) John Maccarone being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Swom to before me this /`S'` day ofKj-400- 200r- Notary Public Signature of Applicant EILEEN M 3At. rRUS Notary Public, State of New York No.OIBAS1349W (3ualMed In Nassau Couray Term Expires October 3.2009 MAILING ADDRESS: PLANNING BOARD MEMBERS QF SOUjyQ P.O. Box 1179 MARTIN H. SIDOR Southold, NY 11971 Chair 4 41 OFFICE LOCATION: WILLIAM J. CREMERS rn Town Hall Annex KENNETH L. EDWARDS G 54375 State Route 25 GEORGE D. SOLOMON JOSEPH L. TOWNSEND C (cor. Main Rd. & Youngs Ave.) CUSouthold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE April 28, 2009 TOWN OF SOUTHOLD Patricia C. Moore 51020 Main Road Southold, NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review - SCTM# 1000-83-2-17.3 Dear Ms. Moore: Thank you for your submission of a slope analysis highlighting any slopes equal to or greater than 20% on site for the above property as requested. Pursuant to Town Code Section 236-10, it has been determined that the activities proposed on site require a drainage control permit from the Building Inspector as it applies to the proposed location of this building. At this point, no municipal permit can be issued for activities requiring a drainage control permit, nor shall any application therefore be deemed complete, until the Building Inspector has first issued his approval of the erosion, sedimentation and stormwater run- off control plan. Please contact the Building Department for a stormwater assessment form at your earliest convenience. Contact me anytime with any questions that you may have. Thank you. Sincerely, D CC~[OMC Kristy Win e Senior Pla er cc: Planning Board 3 Michael Verity, Chief Building Inspector ? BLDG. DEPT. Gerard P. Goehringer, ZBA Chairman TOWN OF SOUTHOLD Heather Lanza, Planning Director Mark Terry, Principal Planner Jamie Richter, Town Engineer t APPLICATION a pni,C I „r a -TOWN OF SO(J I Hi)1. 1) FLOODPLAIN 1. E'VELOPMENT 1'1,.lt111'!' rti_f'l'I.1C'ATICiN J%is form is to be filled out in duplicate. s t'rlt~(-r-,t GENERALP}t~~VIS1iir1S-(APPfa.~.nr'f[~red~;u!~1:!to!); - 1. No ,Qfk. way ftut "LU a pet Lott 6 issued. 2. The permit may be revoked if any ftdse statements arc Load; Lerein. 3. If revoked, all work must cp.ase until permit is re-is_wcd. 4 Development shall not be used or t cupied until a Ccf6firate. of Compliance. is IS9ur'd .S. The permit wit) expire if no work L, commenced vrithin six month; of i.muau«. 6. AppLcaut is hereby informal Ill.( other permi(s may be requoed to fulfill local, stare and fcdcral r egulatory requirements. ' 7. Appli=t hereby Ipvcs consent to the Lrx l Administrator ur Isis/Ler represwtative to wake ieasouable . iasptedous required to verify rwwpliana. R. T, Tt"HR A.PPUC.ANr, CERTII,r THAT ALI, STAT'GMFHrS HEREIN AND IP4 ATCACHME.14'I'S TO THIS APPLICATION ARE TO THE D SSTT,OyFf~L9M~fYKWQ,%VLr:DGE, 111(11?. A.N.D ACCUT,ATE_. 1 (APPLICANTS SIGNATLfRG)__~ !~~L= _ UA7k !J SECTIQ141; P13~ILOSEI.) I)LsYL•'IAt'IyUCNI Il'o be tam Ira _te;l b'! AP I''f . I C•c Pt I-) Nnrrlr:. AnO-R.RS~,-.--- _ I ELEPHQIZ Y- Lit. r IS-r,/f -f rr saxr;TAAs'E Ir, y g ~ROPt~~ /4 e n r/c S .1;/e F<Vj'y "Je_-A17 /r31, r- 59r _ Y/ew HIM J)FR r ~~daRY ?/r!? 144rRr',M.tT,1,I c' r&I ci;~ c fKo_Pt-q /0~6LDin)ds Trc r`-a-rN.r .o-y -l'-3C ' Sri xaan S T~ r•.lac;lrrrer N CeNe'air tr - _ ENef-2 c*tfe F~e7,N~n+a ~y /~73r ydo -8383- .r..ns~~r-cr LocA•I3oN: lea rC-L tl~/~ To avoid delay iu prorr_s;ing tLc. rppli!a6vu, please provide cnnuFh infomAaunn to easily iden(iry the project lucatiou. Provide Ilse. street address, to( nnud)a of leeal descrip(inu (much) and. outside urban arroq. the dirt. n.n rr to the nearest inlrl5rr(u~g wad ,.u v,cll-l.u t)wu IaLdmnrk.- A skrteL au.anccd In fhi.t "Pplira(ion allowing (hc to 3Y" 4/ c qc,l location wnnld Lr ~h/clphil/' n Sr1-7 ®8 !hi - ~ K~~. 10v G dTS" IW ODD , e" vi 7 /ev roN(9J) hT,2'd PJ"B r.llsnpu2 1utor;0l ;woad 6S:80 8002-22-9f)tl APPLICATION - PAIrL 2 rU1 a DES RIPTP )N OF WORK (Chc aJI applicahlr hoar-) A. STRUCTURAL D VELOPM6tIT PcTIY?f.1' {yJKU(.:rUl+.t IYF1- 0 New Slrudure. O R.eaiJeudal (14 family) n Addldoo O Reeidr.ntial (More. than 4 family) .~r^Jler alion'+opre5idculi al (r-liiinlpi uoling7 ? 1'e~) O Kcloutiou O Combined Uac (}+-esidendaJ & Commem J) CI DCmoudoo i ? Manufarulrcd (M.obilc) (tome (in Manll- O Replacement lawacd Howe Pa,kl ? Yes) ESTIMATr.D Cfjy L U VKOJFCr S- u, O n4ER DEVELOPMFNr ACl l VI VIC;i: Q Fill O Mining El Drillwg ? Oradint; IJ Excavatian (Fxcr-pt for Structural Developuteul Cbecked Above) l ? Watercourse. AJleraliou (Iududing 1)redtpn3 and Channel MndiGr-W(inos) ? Drainage Impcovcuteuts (Including Culvert Work) O Road, Strut or Rridge. Clowtru,liou ? Subdivkion (New ut F~xpuluiou) LJ Individual \Nalei or sn:vrr yatcn O Olhu (Plcrsr. Specify) After romp(etln), . SE(7110N 1, AJIPLKC 1%111 sbaJd submlit Ic,rm to Lo=il Adminuvacor (or rowe•ar. ka:('Cfnt+ ~;_C•7.CL)f)I'I Ih.A 1 I')CCh'1"itrflNATliIhl_(Tu be cmnple)ed I,rv_I.OCAI ADtrf[M4,T~T(1R) Thr. proposu.l Jevdnpm nut a luencl on PiP-M Panel The Nopose.d De.vcloputnnu CI Ls t_401 Irx-med w a Special Flrwd Hnrard Area (NuLify cite applicant that d)e appoe-100" rcview is eotuplr.le and NU FL? H-1 )PLAll4 IJF_YELr>1'ME.t-TT PERMIT IS P.GOUTRCD). CJ Is lo,'atcd in a Sp,6al flood Plat: J Alca. I1RM zone dc,itnnliou is Ilq-Year (land dcvatiou at dx silt is: I1. r•IQ VT) (S1.) I I Iluaraal ul)le 16r, pnrjppsrd ilr'+r.InlyupIt ii lut.alnd iu a Ilpudwa)' 1'Jll fa franc( l lt, LI r,- u.,. I Ll, ald,l,,,nal ir.sirutnu:r: UT,£•d pipo8 Falsnpul Zu?or:oi :woad 6580 sow-22-9nd . FAr~E) pF .t C dAI. INFON•l11ATION ftFQUIRE1J flo he ,oml,1111., by LOi r!f..n.fth1IN.1S"f-11A-fl)fi] 5CC 11IOr: n. 1,D ll 16c appli1 :1]11 un1U submit the duritme.nts ncccltcJ below lwforr. Ibc appliralinn (au be PnocC-sscd (-I A we.. plan Ahow(ng (be location of all czn,(wl, stn,rlw,a. wmc.1 bod,c;, odjacr n( roads, lot dimnnsiu1]s and proposed deve.lupmeu(. ri nrvclupmeut plans, drawv (o sate, and sprr'i fecal1](11]1 iucludiog where applicable: details for a 1](11,,11 iug structures, proposed elevation of Inwr~t floor lln rJUllNg La~!.meul), types of water resistarl watcl i0s. used below thr. Ciro nanr, de(,u1% A IloodproollnK ul unb(1es IVCUtrd Leluw Use fact floor and details of enclosures below the fuss fluor. Also, - ? Subdivision of other drvduplnru( plans (It the. suhdivisiuu Or other drvelopmen( exceeds 50 lots or 5 ages, vrhicbevet' U lbc lesser, tic applicant must provrAe. 100-Year flood eleva(lons if they arc not otharv6sc, available). - Cl Plaw showing We extent of vra(rrcourse relocation and/or i:uldfofw alterations. n Top of new fill elevation Ft. NGV1 (MSL). Pc NOVD (MSl-,). !'or ? Flnodpro prutectiuu level (nonri tto tach only) neer or Ilondproo(ed ofcd struewres, apPGcanl moil attacL ccrtifiratioa (row registered cor+ archli"t n Ce..rlifiratinn Crom a registered cupnerr Ihal the 1)tuV1 :"I ar-LivitY in a reltu.lrlory lloodway will uo( ie.ult its ' 1] iurrensr, in the lacigh( of Lbr. 11X1-yew flood. A ropy of nil data and calculations supputlinp, iii:: finding rnurl also be wboliard f'"'R "l R) 1 t-1 JON 2 I'LlUd(T DE-f~•Rtir1~iA'riOfA fCA be r'~mslctnli-I(v_SSLc;~,IxAfrtAIN iii I Lave delermtncd that the proposrA activity. A. ? Is . L, U It no( in couforna(wce wi(b pmrrisinns of Lrxal I iw 19 Illo permit is issued subjrU to the Conditions AllaJAed to and made pan of this t" wit. i(r 11'11_2 I.)ATF I II I' lircl.ed, (br IAral Adwlun11 n(u1 ulay isttlr 1 Uwyeloj,mcn( P,mW upon paya,rul of dr,:.ignated q , ,Meant clay LI i5 CIILSy_c A, (hr. Ln~al Adw uuall1]t 1]l 'Al p"ov, ~lr a :•.Tq(r~i cu 1,(m arY 1]l tlch~lrnnc.t. ~ ll. 1 r.wr and rrs"bi'l( an At,ldir.;d 1111, u. 111c Lo,,l Arlrnins,wom i1] ,,y ~egnca a brannt; Lout file Board (if i. p pr rL Ul/b•d Papoe aalsnpul Zulor;ol :woad GS:80 8002-22-Tnij ' ' Aprucn'nc)rJ a 1'., UL 'I UI 4 :Ar'rf1\1S Appcalcd to pn,md oI AppcaL.) n'f c; U rto I lr anne. dutc. '~l:I rf.:1IS Uoard Un:i.v u'rn :~.ppnived) f] Yr~ Fl No coo<litium $_F.CY~QN 6: AS,_nLni,rFJ.r.VAY19NS I'To be SIjQijji(jCd tv APpI li'A.NI befrorc (`ertifiratr, of Comnliancr u is~uodl Th4 folluwilag utlorwauou Wu'.( Lr. provided for projcr( s(nrcturr_e. This srri ion rroW bo cumple(cd by a registered profeminnal enpncrr or a (icruscd laud stuveyor (or aetnCL a "t-tificatlon to this application). Compte(c 1 ar 2 below. 1. Actual (As-Built) Elevation of the lop of thr.. lowut floor, ineh)ding basement (in l'p?; Ipl irh (ii zard rei , bottom Of IOVlesl structural trtewber of the lowest floor, excluding piling and columns) is: ---"FT. tdr V'f) (TvISI:), ~ 7. Actual (/_s-Built) Elevation of fluodproofing protection Fr. Nr'iVD (MSL). NOI"I=t Any V"*'' . paIof wC.tl p(iur (o anlimiuit of the above iuforma(it) n is al the risI: of the App II CU, L. ti lit:: fIUN 7, CnA1Pf.lAfJ('}°. A("IlQ(J (To I'G rygnglc.,r.A (i_y LI;WAI, ADNIINISTRAT f The f.Ol_AL AJJNIlNt.`i'1'RA•T0ft will complrir. (bis uLIM11 ,t. appliurl)le based ou i spection of the. proje.rt to cnsure cen)pbaitce with (Im t'otnrm lti(y's local IJw for flood damage prr,.vnn6ort. INtiI'1`.(_-nor Is. DATE. BY DL•"l-1 Clk'.J'J(~'1 E:;'! r]'11=s n Nn D A'I F_ BY- DLrricrFrtGIG ? u 1ti5 O rd0 IiA I"F' li'P UI•:1'I (.:IISr!(:I F`i? ? YES O NO "PZ,t "I'I (,N 8: CERTIf{.I f,_A IL <)I_y; S2N4 Y1 IAt,1'L•flu be cumuletrd by LOGAL_AILL IN[S'1'NA'1'.U RI Cerlifirale Of Compliance Lsucd: DATA.:- bj/S'd pavo6 AjI snpuI Iuror:ol :woad 65(80 8002-22-9nd ntta~•tuw>nt n ' SIMp1,E <1?RTl'FICT'1'P: oT• Coi+rr 77~NC1: Eor Gr_v r,lntnucnt )n v 'orocinl i'Lr,nrl Ha Zarrl Area bS,9'd pupo9 aj7snpuI zutop:ol .wood 00:60 8002-22-911u TOWN Or SOU-1 HOLD i,:LR•11ROATIE OF COMPLIANC:L I-OR I)Lt Lgl'NlliN-C IN A SI'BCLU, I L.OOLI HA."V I) ARG.A (OWNER MUST kI-:'I'ATN THIS CF'.RTIF)CAT7) Plil.l'i1: 6'S LOCATED A'1': I'L1tMI'1' NQ. PERMIT DATE- OWNERS NAMI A.ND ADDRJ;SS: CHECK OM-Z: Cl NEW BUILDING - - O EXIVING BUILDING 0 VACANT LAND 7111•; I.c)i.~nf, A.Dh4[NIST'uA•rciR IS TO OR I.I. OILLOW: A.. Ci)ir•I I''I,I AllCI6 1.51-LCRI's11'r' CERTIFIED girlTH `FHE REOUIRI'sMILNT'S Of, LC)CAL LAW # 19 ;SIGNED: R. CO.'APLIANCIT IS -III LiASY CISl(TIFIED WITH THE I-LOUIk1sM)sN'1:5 OF LOCAL. 1 Ati' r t9 A:i MODIFIED BY VA.R.IANCE J~ SIGNED: nATI?n: bSiL'd P.aeog AjjsnpuI Juror:oL :Woad 0060 eoo2-22-onu MACCARONE PLUMBING, INC. PLUMBING • FIRE SPRINLKER • HEATING AIR CONDITIONING CONTRACTORS COMMERCIAL • INDUSTRIAL • INSTITUTIONAL 10 Sea Cliff Ave. Glen Cove, NY 11542 DATE 10/01/08 JOB NO. Ph. (516) 671-3232 ATTENTION FAX (516) 671-3239 Plan Reviea TO RE: Toan of Southold Fire Marshals Office Santorini Beach Resort 54375 Route 25 3800 Duck Pond Road Cutchogue, Nea York Southold, Nea York 11971 WE ARE SENDING YOU N Attached ? Under separate cover via Fed Ex the following items: Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order NCalculations, Cut Sheets. Application, Check COPIES DATE NO. DESCRIPTION 4 10/01/08 4 4 Sets of Fire Sprinkler Drawings 4 10/01/08 4 4 Sets of Hydraulic Calculations 4 10/01/08 4 4 Sets of Cut Sheets 10/01/08 1 1 Permit Application 1 10/01/08 1 1 Check for 250.00 Check 37695 THESE ARE TRANSMITTED as checked below: 3 For approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FORBIDS DUE ? PRINTS RETURNED AFTER LOAN TO US REMARKS Iii I 2 ern COPY TO SIGNED: John Maccarone N nnnlne,.roc sro nn, ee nnloel kin41V nn HIV nc a# n pF SOUlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G C Southold, NY 11971-0959 7% ~~'YOOUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE December 291h, 2010 Education & Cultural Property, Hldg. 158-11 Harry Van Arsdale Jr. Blvd. Fl. 3rd Flushing, N.Y. 11365 RE: 3800 Duck Pond Road (FIRE SPRINKLER SYSTEMS) SCTM: #1000-86.-1-4.13 To Whom It May Concern: Please be advised that your Building Permit # 34228 & Building Permit # 34234 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $500.00; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. BP # 34228 - $250.00 BP # 34234 - $250.00 f Town of Southold Annex Permit 35622 Je 54375 Main Road Southold, New York 11971 Date: 6/7/2010 Parcel ID: 83.-2-17.3 Expiration Date: 12/7/2011 BUILDING PERMIT Applicant: E & C PROP. HOLDING Location: OREGON RD CUTCHOGUE Work Description: HISTORICAL CONSTRUCTION OF MEETING/CONFERENCE FACILITY PER PLANNING BOARD & ZBA DECISIONS #6245 & 6314 AS APPLIED FOR Conditions: Contacts: Required Inspections: Fees: MULTIPLE - NEW BUILDING $7,748.80 Total: $7,748.80 All work shall comply with all local and state building regulations and is subject to approval. This notice is to be displayed consipcuously at the job site. Authorizing Signature: r' • Loop Hangers V Model #100 RS Swivel Loop Hanger - Heavy Duty MRI APPLICATION: #100 pipe support for stationary piping. Lowest in-place cost available. Easy adjustment. CL a NOTE: Meets MSS requirements. I L -i, Part No. Pipe H CL RS MRI A Max. Recom. Finish* Size Load Obs.) 1000050EG 12 2-3/4 1.1/4 3/8 1 13/16 300 EG 1000050FL 12 2-3/4 1-1/4 3/8 1 13/16 300 FL 100007SEG 314 3-1/16 1-7/16 3/8 1 15/16 300 EG 1000075FL 3/4 3-1/16 1-7/16 3/8 1 15116 300 FL 1000100EG 1 3-5/16 1-9/16 38 1 15116 300 EG 1000100FL 1 3-5/16 1-9/16 3/8 1 15/16 300 FL 1000125EG 1-1/4 3-9116 1/5/8 3/8 1 13/16 300 EG 1000125FL 1-1/4 3-9/16 1-5/8 3/8 1 13/16 300 FL 1000150EG 1-12 3-13116 1-314 3/8 1 13/16 300 EG 10001SOFL 1-12 3-13116 1-3/4 3/8 1 13/16 300 FL 1000 00EG 2 4-1/4 1-15/16 3/8 1 13/16 300 EG 1000200FL 2 4-1/4 1-15/16 3/8 1 13/16 300 FL 1000250EG 2-12 5.58 2-15/16 1/2 1-1/4 1-5116 1000 EG 1000250FL 2-12 5-SAI 2-15/16 12 1-1/4 1-5/16 1000 FL 1000300EG 3 6-9/16 -12 12 1-14 1-7/16 000 EG 1000300FL 3 6-9/16 3-12 12 1-1/4 1-7/16 1000 FL 1000350EG 3-1/2 7 3-3/4 12 1-1/4 1-11/16 1000 EG 1000350FL 3-12 7 3-3/4 12 1-1/4 1-11/16 1000 FL 1000400EG 4 7-3/4 4.5/16 5/8 1-5/16 1-314 1100 EG 1000400FL 4 7-3/4 4-5/16 58 1-S/16 1-3/4 1100 FL 1000500EG 5 9-1/8 45/16 58 1-5/16 1-13116 1100 EG 1000600EG 6 10-5/8 5-78 t3/4 1-9/16 2-18 1250 EG 1000800EG 8 13-18 7-1116 78 1-5/8 2-38 1250 EG Conforms With: Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10),install in accordance with ANSVMSS-SP-69. All dimensions are in inches unless otherwise noted. 'See page 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. Phone: 800-333-0852 • Fax: 800-677-5403 49 ERICO' www.erico.com Vv 9T'd 6£2£TL9:01 9250GOLSITS 133 W UWd3XOUf:W021d tlb2:OT GM2-0£-d3S Wheatland's Schedule 40 Sprinkler Pipe Wheatland's Schedule 40 Sprinkler Pipe is a high quality sprinkler pipe offering you the full range of assurances you require. Schedule 40 Sprinkler Pipe has passed some of the toughest lab tests ever created for sprinkler pipe. Made in the U.S.A. by Wheatland Tube Specifications and Approvals Company means made to the highest standards for consistant quality. Wheatland's schedule 40 Sprinkler Pipe is made Wheatland's Schedule 40 Standard from the highest quality steel in one of the Wall Sprinkler Pipe meets or nation's most modern and most complete pipe exceeds the following: manufacturing plants. Our proprietary mill coating offers you a clean, corrosion and heat resistant • UL Listed surface that outlasts and outperforms standard • FM Approved lacquer coatings. Plus, this coating can be • ASTM A795, Type E, Grade A quickly and easily painted without special preparation. Or it may be hot-dipped galvanized to meet FM requirements for dry systems in Please refer to appropriate documentation for accordance with the zinc coating specification of up-to-date listing and approval information. ASTM A795. Specifications and descriptions are accurate as known at time of publication and are subject to change without notice. VON "r V REW MW NEW Nominal O.D Nominal LID Nominal Wall Nominal Weight Pieces NPS LIL CRR* Lift in. mm in. mm In. mm Ibs./ft. kg/m 1 " 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 1 1/4" 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 1.00 51 N 1 1/2" 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2" 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 " Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY `The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Schedule 40 steel pipe is used as the benchmark (value of 1.0). It WheatlandTube Company 900 Haddon Avenue, Collingswood, NJ 08108-2162 Ph 800.257.8182 Fax 856.854.0616 www.wheatiand.com 0705 1.0Mw JOHN C. ACKERMANN HYDRAULIC DESIGN INFORMATION SHEET Name: SANTORINI BEACH RESORT EAST Date: September 26, 2008 Location: 3800 DUCK POND RD System No.: CUTCHOGUE Contract No.: Building: Drawing No.: SP-1 Contractor. MACCARONE Calculated by: JOHN A File Name: SANTORINI BEACH RESORT EAST.the Construction: IN Combustible ? Noncombustible Ceiling Height: it Occupancy: DORM AHJ: FM SYSTEM DESIGN I@ NFPA 13: ? Light Hazard ? Ordinary Hazard Group: ? Extra Hazard Group: Figure: Curve: ? Other (Specify): NFPA 13R ? Specific Rulling: 4 SPRKS FLOWING Made By: Date: Area of Sprinkler Operation: sqft System Type: I@ Wet ? Dry ? Deluge ? Pre-Action Density: .06 gpm/sgft Area per Sprinkler: 144 sqft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: VICT Model: 2734 OR Hose Allowance Outside: gpm Size: 112 in K-factor. 4.9 Rack Sprinkler Allowance: gpm Temperature Rating: 135 OF CALCULATION SUMMARY Flow Required: 62.47 gpm Pressure Required: 29.64 psi At: ST "C' Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: 6/11108 Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: it Static: 50146 psi Elevation: it Residual: 24 psi WELL Flowing: 878 gpm Proof Flow: gpm Elevation: 1 It Location: FRONT Source of Information: SCWA COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE ? Single Row ? Conventional Pallet ? Automatic Storage ? Encapsulated ? Double Row ? Slave Pallet ? Solid Shelving ? Nonencapsulated ? Multiple Row ? Open FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: AUG 27,2008 07:40A 000-000-00000 p 1 SUFFOLK COUNTY WATER AUTHORITY 4060 Sunrise Highway, 0akd,i1r NY 11769 (631) 563-0201 Fax (631) 563-9794 To: John Ackerman Fa:: 516-705-0555 Date: 8127/08 Re: Results of Fire Flow Test Location: Dock Pool Road, Cutchogue Gentlemen: As requested, below plessc find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually, does out reflect the fire flow available under the conditions fond in a high water demand period We have reviewed the past peak demand informatwu that is available: for this area. Historically, the static pressure i0 this area has been as low as You should adjust the flow test to reflect the lower static pressure prior to cuing it for any design work, such as a sprinkler system. You can do this by determining the amount of water used dropping the test static pressure to the peak adiusted static pressure and use it to adjust the water availaille fQfl} your analysis. Always remember to account for any difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, may or may not accurately reflect what fire flow or static pressure will be available in the fnture. It could be a higher or lower vahue. The rue flow or the static pressure available at any specific time will depend on system demand and the availability of wader supply infrastractere. If you have any questions, please contact the undersigned at (631) 563-0201. Very truly y urs, Av6d a Richard Kaift, P.E. Distribution Engineer c MHMUE 0.$ E"VE W IM Dud( Pond Road Tat bydrmd sin Birch I.nee IDATr11R• OFJ 11.10AM W Deck Puad Road 1st bydtast No 1Acta place PIT 2.5 27 S7a 940 e o COMMENTS -4 peak 04 s1c5c 45 psi, 40' bet Goo" d Paw n File: SANTORINI BEACH RESORT EAST.the Page 1 of 1 Hydraulic Summary WATER SUPPLY INFORMATION: Static (psi): 45.00 Residual (psi): 24.00 @ (gpm): 878.00 Hose (gpm): 0.00 System req. (gpm): 52.47 (psi): 29.64 Supply available: 44.89 psi Safety margin: 15.24 psi Ma)dmum velocity in the system is: 4.93 ft/sec in the pipe between Nodes: 3 and B Continuity at all nodes satisfied to: 0.01 gpm Pipe Type Legend Fitting Type Legend 40 = Schedule 40 Cr = Cross (flow turned 90 degre 10 = Schedule 10 T = Tee (flow turned 90 degrees E = 90 degree standard elbow ~ERED R GV = Gate valve ~NARLe Q; Z e n NOTES: a o -1 0?7529 OQ~ F NEW 09/25/08 "THE" Sprinkler Program 2001 A File: SANTORINI BEACH RESORT EAST.the Page 1 of 2 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length TV FL 1 13.21 4.90 16.00 7.27 1.049 3.000 0.060 A 0.00 16.00 7.76 120 Cr 5.000 0.00 13.21 4.90 8.000 0.48 2 12.96 4.90 16.00 7.00 1.049 8.000 0.058 A 0.00 16.00 7.76 120 Cr 5.000 0.00 12.96 4.81 13.000 0.76 3 13.28 4.90 16.00 7.35 1.049 3.000 0.061 B 0.00 16.00 7.84 120 Cr 5.000 0.00 13.28 4.93 8.000 0.49 4 13.03 4.90 16.00 7.08 1.049 8.000 0.059 B 0.00 16.00 7.84 120 Cr 5.000 0.00 13.03 4.84 13.000 0.77 A 0.00 16.00 7.76 2.157 13.000 0.006 B 0.00 16.00 7.84 120 0.000 0.00 26.17 2.30 13.000 0.08 B 0.00 16.00 7.84 2.157 110.000 0.023 TR 0.00 16.00 10.82 120 T E 18.460 0.00 52.47 4.61 128.460 2.97 TR O.DD 16.00 10.82 2.157 10.000 0.023 BR 0.D0 2.00 17.26 120 E 6.153 6.07 52.47 4.61 16.150 0.37 BR 0.00 2.00 17.26 4.026 200.000 0.001 RPZO 0.00 0.00 18.36 140 6E 79.800 0.87 52.47 1.32 279.800 0.23 RPZI 0.00 0.00 27.72 4.026 2.000 0.001 RPZO 0.00 0.00 18.36 140 2GV 4E 58.520 0.00 52.47 1.32 60.520 9.36 The Flow Dependent Pressure Loss Device in this pipe accounts for 9.31 psi of the total friction loss. RPZI 0.00 O.DO 27.72 4.026 20.000 0.001 UG 0.00 -4.00 29.52 140 4E 53.200 1.73 52.47 1.32 73.200 0.06 UG 0.00 -4.00 29.52 4.026 100.000 0.001 ST 52.47 Source -4.00 29.64 140 4E 53.200 0.00 52.47 1.32 153.200 0.13 09/25/08 "THE" Sprinkler Program 2001 4 File: SANTORINI BEACH RESORT EAST.the Page 2 of 2 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length TV FL Units Legend '(~REOARC Flow = gpm Velocity = ft/sec Fric Loss = psi/ft 0~~ SNARL S Elevation = feet Length, Elev Loss, Q Pressure = psi Eqv Length, Ttl FL = psi a N n Diameter = inches T11 Length = feet * o N 27529 OQ~ F NEW 09125/08 'THE' Sprinkler Program 2001 f Water Supply vs. Sprinkler Demand 60 - I 50 'I 40 g 30 30 L IL 76 024 20 to- ' 0 0 2D0 300 40D 500 600 700 600 900 1000 Flow (gpm) AUTOMATIC SPRINKLERS FIRE PROTECTION PRODUCTS ictaulia /r V271 K5.6 KING Models V27031 V2704, V2707 and V2708 ,,_Sea 3 ev )q e~~~ Standard Spray MAC,~~~ tff Aver%ue U11542 Giert Cove, New York LD ft / ~(°5 f P : Upright, Pendent and Recessed Pendent / Standard and Quick Response PRODUCT DESCRIPTION These Model V27 standard many angles, reducing Cure rises causing the liquid spray sprinklers are assembly effort. This sprin- in the bulb to expand. ' designed to produce a kler is available in various When the ambient temper- hemispherical spray pat- temperature ratings (see ature reaches the rated tern for standard commer- chart on page 2) and fin- temperature of the sprin- V2707 cial applications. They are ishes to meet many design War. the bulb shatters. As a v2708 available with either stan- requirements. result, the waterway is Recessed daid or quick response The recessed pendent cleared of all seating ports Pendent utc bulbs. The design incorpo- should be utilized with a and. water is discharged Fe rates state-of-the-art, heat Model V27 recessed towards the defector. The deflector is designed to dis- sw~ 1e, responsive, frangible glass escutcheon which pro- V2707 bulb design (standard or vides up to (19 mm) of tribute the water in a pat- V270a quick response) for prompt, adjustments. tam that is most effective precise operation. Sprinkler Operation in controlling the fire. The die cast frame is more The operating mechanism Coverage streamlined end attractive is a frangible glass bulb For coverage area and Pendent V than traditional sand cast `"rich contains a heat sprinkler placement, refer VVV V2 ~ 704 t frames. It is cast with a to NFPA 13 standards. hex-shaped wrench boss to responsive liquid. During a tempera- allow easy tightening from fire, the ambient tempera- Upright TECHNICAL SPECIFICATIONS Models: V2703, V27O4. V27O7, MATERIAL ACCESSORIES V2708 SPECIFICATIONS Installation Wrench: Style: Pendant, Upright or Upright Deflector, U Open End; V27 Recessed Pendent Bronze per UNS C220OO O Recessed: V38, V38-3 Nominal Oriflw Size: Pendent Deflector. Cl Socket: V27 'h' (13 mm) Bronze per UNS C510OO Finishes: 8-Factor. 5.6 Imp. (8,t S.I.A) Bulb: Glass with glycerin solu- ? Plain brags Nominal T?uead Size; lion. O Chrome plated W NPT (15 ram) Bulb Nominal Diameter. O White painted" Max. Working Pressure: 0 Standard: 5.0 min O Custom painted.. 175 psi (1200 kPa) FM Global 0 Ouick Response: 3,0 ran 0 Land•. 250 psi (1725 kPa) UL Load Screw: Bronze per UNS O Proprietary nickel Teflon' Factory Hydrostatic Teat: C65100 Coating" 100% @ 600 per (3960 kPa) Pip Cap: Bronze per UNS 165.200, 286 Standard Min. Operating Pressure: C651 DO Response Only: 7 per (48 kPa) Spring: Beryllium nickel O wax.. Temperature Rating: See Seal: Teflon* tape O Wax over Itod`• chart on page 2. Frame: Die cast brass 6530 For cabinets and other accesso- I` Lodgement Spring: ties refer to separate sheet. Stainless steel per UNS 53O2OD NOTE: weather resistant recessed A For 1K-Fa avalebn process resl hsn ^ For in Ba s by 104. a in a&. mil lAy , Muhlpy S 5.1.1, is . wits by Te1bTen ' n 6 a registered tretlemerk of DW M Co. "UL Listed ear coiroidn resistance m all 00fthavalWra. VICTAULICC IS AN ISO 9001 CERTIFIED COMPANY UNITEOSTATES CANADA EUROPE UK MmDLE EAST CENTRAL 66OUFX AMBIICA ASUWW4RC Rat t-SOPRtr-NC Rte: 90Sif!*7444 Phmt3 2 9 3 91-15W Rer/4(4Ie8741100 RON 9114.861.9949 Rest 6IM59.33M PAOn 86.2l-42533W n-099-142-5942) Fu 905049774 Fn.3243OD40 Fu14(61190313993 Fak9714-98389.90 Far 61001M Fa 86.213tl53671 Fn 610.25O8577 "atrttaaFa®skaulltwm esa9so•agrclaltte eaalrkawllodinkbe md0reatill ttakle HistsidmAdiskMin C-OLVationitsibttas eRa0 rtetgndamr.COm a e.,.,,,.,en T,wrY,mwk NVMmAr OC0oniW20a V,naAC SWOMASea1LTJ PdrWd in U.S.A t 2'd - 6£2£SL9:01 S990SOLEITS 130 WN1JWd3)0Uf:W0213 UBS:01 8002-0£-d3S SEE VICTAULR: PUBLICATION 10.01 FOR DETAILS Adjustable Concealed Standard Spray Pendent Standard and Quick Response ~Y V3801 STANDARD RESPONSE 3802 QUICK RESPONSE This concealed, designer style sprinkler allows up to W/13 Tim adjustment to accommodate concealment needs. The "standard" design provides a consistent hemispherical spray pattern. The separate two-piece mounting cup/cover plate allows easy installation and testing prior to ceiling installation. R also permits removal of suspended ceiling panels without system shut- down The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. "SDI AND V3B02 This sprinkler Is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive (quid. During a fire, the ambient temperature rises causing file liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the water- way is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE For coverage area and sprinkler placement, refer to NFPA 13 standards. TECHNICAL SPECIFICATIONS: Models: V3801, V3802 ACCESSORIES Style: Adjustable concealed, ordinary hazard Installation Wrench Nominal Orifice Size: W/13mm Concealed: V38.4 or V38-5 Q K-Factor. 5.61mp./8.1S-I.A Sprinkler F ilshest Nominal Thread Size: W/15mm Plain brass (only) Max. Working Pressure: 175ps4/1200kPa Cover Finishes: Factory Hydrostatic Test- 100% 0 500psV • Chrome plated 345OkPa White painted Min. Operating Pressure: 7psV4BkPa Flat black Temperature Rating: See chart on page 2. Custom pointed MATERIAL SPECIFICATIONS A For K-Factor when pressure is measured in Defiecton Bronze Per UNS C22000 Bar• multiply S.I. units by 10.0. O Cover Plate: Fusible solder 0 Bulb: Glass with glycerin solution. Teflon is a registered trademark of Dupont Co. Bulb Nominal Diameter- a Standard: 5,0 mm o Quick Response: 3,0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Stainloss steel per UNS 530100 Exaggeroredforcbnry Seal: Teflon- tape Frame: Die cast brass 65-30 Pins: Stainless steel per UNS S30400 Cup: Cold rolled steel, zinc chrome plated Cover/Escutcheon: Brass per UNS 026000 Lodgement Spring: Stainless steel per UNS 530200 Protective Cap: Polyethylene JOB/CWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date - Approved Date www.victaulic.com VICTAUUC IS A REGISTERED TRADEMARK OF VICTAULK: COMPANY. 02006 VICTAULIC COMPANY ALL RIGHTS RESERVED PRINTED IN THE USA •C'taulice REV -F yj an Sri T £'d 6£2£T49:01 SSSOSOLSITS 133 WNbU183)I3Uf:W0ad UBT:OT 8002-0£-d3S V381 K5.6 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE APPROVALSILISTINGS V3801 n 56 RaWard - Concealed Pendent 3-A _ 13 8.1 Smm Bulb I-B;2-C V3802 Y, 5.6 Quick 1, 3, 4, 5 - A 13 81 3mmBulb Concealed Pendent - 2-B® A For K-Factor when pressure K measured in Bar, multiply 5.1. units by ID0. * Listings and approval asof printing. O Recognized by FM as standard response only. APPROVED TEMPERATURE RATINGS 1-UL A-135*57^C.I&P79-C.200^F/93°C 2-FM 8-155<F/6W. 17W/79^C. 200-F/93eC 3-ULC ._C-NO 4 - NYC/MEA t 5 -CSFM S t MEA Y62-99-E S CSFM 97690-0531.112 www.vlctaulic.com ~6t9uhc NCTAULICIIC IS IS A REGISTERED TRADEMARK OF VICTgULIC COMPANY 0 2006 VR:TAULIC COMPANY ALL RIGHTS RESERVED PRINTED IN THE USA 40.502 REV_F ts-d 6£22TL9:01 SS90S0LSITS 130 WhkiWN3)I3-Atit:WMU U6T:0T 8002-0£-d3S FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS -rv. r v V38y K5.6 Adjustable Concealed Standard Spray Pendent Standard and Qulck Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE DIMENSIONS Models V3801, V3603 (drawings not to scale) 211.,/68 MM M, Hole J 21%'/60 rrivn M. Mole II l~ II ii -7- 2Vo'759 mm I I L ~ Ity'r35mm TypKaICNIIng T,k MINIMUM EXTENSION Finished Suroce 3TY/agmm ~71 mm _ 2'/51 mm yplcalcedi IgT~le W/13 mm AdilAtmenl am- xftte---~ Coyer Finished Surfxe MAXIMUM EXTENSION AVAILABLE WRENCHES rCmmieFfterident - V3901. V3802 V384 or V38 5 www.victaulic.com VICTAUUC IS A REGISTERED TRADEMARK OF VICTAUUC COMPANY O 2006 VICTAULIC COMPANY ALL RIGHTS RESERVED PRINTED IN THE USA iCLALJ~IC REV J 40505 S'd 6£2£TL9:01 SSS0SOL9TS 130 WNkA483XHf:W08d UGT:07 8002-0£-d3S FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS Y V . J V V391 K5.6 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE DISTRIBUTION PATTERNS Models V3801, V3802 KS.6 standard concealed pendent distribution patterns -trajectory 10. 6. 1....T . - i 24m 4 I i _ 11( I P+ _s.. 15 ppss1 lAm I I •I - ' fig` 1 103% 1.2m i t...._/ ? 1 `••`l .a;• 307YPa Ei Ohm T 4 6' Ir Id ly 14 4.6 in 12m IAm 24m 10m 32m 43m NOTES 1 Data shown Is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-welling, and wall-wetting patterns for these specific Victauge FReLock automatic sprinkers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and wig void all L'Istngs, Approvals and Warranties. 3 AN patterns are symmetrical to the centerline of the waterway. www.vkuulic.com ~CLaU11C' VICTA000 R A REGISTERED TRADEMARx OF VICTAULIC COMP411V 02006 VICTAULIC COMPANY, ALL RIGHTS RESERVED PRINTED IN THE USA An An R REV F 9'd 6£2£TL9:01 SSSOSOLSITS 130 WWI-483,N3Uf:l)ild W2:0T 8002-0£-d3S 1 4," AUTOMATIC SPRINKLERS A FIRE PROTECTION PRODUCTS ictaulic" V27, K4,9 Models V2734 and V2736 Residential Concealed Pendent and Specific Application (Flat & Sloped Ceilings) Quick Response PRODUCT DESCRIPTION These Model V27 residen- hexshaped wrench boss to When the ambient temper- tial sprinklers are designed allow easy tightening from ature reaches the rated to meet the requirements of many angles, reducing temperature of the sprin- NFPA 13,13D and 13R for assembly effort. This sprin- kler, the bulb shatters. As a residential use in a variety kler is available in various result, the waterway is of room sizes, depending finishes to meet many cleared of all sealing parts upon available operating design requirements and water is discharged pressure and room configu- The V27 sprinklers are now towards the deflector. The ration. Model VZ734 is UL available with the aestheti- deflector is designed to dis- Listed for use under smooth caily pleasing dome cover tribute the water in a pat- Dome Cover Plate flat horizontal ceilings and plate which also is avail- tem that is most effective stoped Ceilings up to and able in various finishes to in controlling the fire. UL OLC including 8/12 (33.7°) pitch. meet many design require- Coverage The design incorporates ments. Residential spray coverage state-of-the-art, heat up to 20 feet X 20 feet responsive, frangible glass Sprinkler Operation in X 6,1 m) room sizes bulb design (quick The operating mechanism per NFPA response) for prompt, pre- is a frangible glass bulb per cise operation. which contains a heat These sprinklers meet The die cast frame is more responsive liquid. During a the requirements of UL fire, the ambient tempera- 1626 that became effec- streamlined Enid attractive ture rises causing the liquid rive September 26. 2004. than traditional sand cast in the bulb to Expand. frames. It is cast with a TECHNICAL SPECIFICATIONS Models: V2734, V2736 MATERIAL ACCESSORIES Style: Concealed Residential SPECIFICATIONS Installation Wrench: Pendent Pendent Deflector, O Concealed' V38-3 o Nominal Orifice Size: r/+e' Bronze per UNS 051000 Finishes: (12 mm) Bulb: Class with glycerin solu- 0 Chrome plated R-Factor: non. U White painted U V2734 - 4 91mp (7.1S I for Bulb Nominal Diameter U Flat black room sizes up to 16'(4,9 m) Quick Response. 3.0 mm U Custom painted U V7736-4.9 Imp (7,1 S.i for Lead Screw: Bronze per UNS For cabinets and other accoaso- room sizes 18' to 20'(5.5 and C65t00 ties refer to separate sheeL ,el 6,1 m). Pip Cap: Bronze per UNS ~Y Nominal Thread Size: C65100 For K-Factor when premise a river. 1/2" NPT (15 mm) Seel: Taflon" tape oared in an, multiply S.I. was by fee. Mae. Working Pressure: Frame: Die cast brass 65-30 L.D 175 psi (1200 kPa) Cup: Cold roiled stool, zinc- 'Tafkn is a registered Sxlem;rk of Factory Hydrostatic Test: chrome plated. pupom co, 100% 0 500 psi (3450 kPa) Cover/Escutcheon: Min. Operating Pressure: Brass per UNS C26000 Exaggerated for Clanty 7 psi (48 kPa) Temperature Rating: See chart on page 2. VICTAULICe IS AN ISO 9001 CERTIFIED COMPANY Victoulic Company of America Vbtaulic Company of Canada Vicloulic Europe Vfeteir0c America Latina Vichnitic Asia Pacific Phom. 1800-PICKNIC(14100-742-5842) Phan. 905-884-7444 Phone 32.9-391-1509 Phoor610-559.3390 Phone. 65-6235-3035 Fn 610-250.6817 Fax: 905-884-9774 Fax 32-9-3804438 Fax. 610-5593608 Felt 656235.0535 efreil.pctvic@rKOUllc tom s-mail. WCCWMbOvlebidk cam coml. vlcewolkidoulicte a if vicalOnaufic.can a nail vkap®vimulbcem sees Revo Sad a RefraG.YE TraUenw M VIC11utlc oco fjntgood YgreWr Pw nunA L-d 6£2£TL9:01 SSS0S0L9TS 133 WNUW83)0Uf:WMU 1:102:121T 8102-0£-d3Sw (I APPROVALS/LISTINGS Nominal Approved Temperature Ratings Nominal K•Factor Orifice Ske Imperial Dellector Model kwheslm S.I.^ Response Type UL ULC NYC/MEAt CSFM § YN 4.9 155 155 155 155 V2734 12 7,1 Quick Concealed Pendent 60 68 68 68 1/4 4.9 155 755 155 155 V2736 12 71 Quick Concealed Penuent 66 66 68 68 t Usti gs and approval as tit pnlny n For KTaGor when pressure is measured in Bar. mulupty S I. units by 100. t MEA 062-996 § CSFM 67690-0531.112 RATINGS All glass bulbs are rated for temperatures from -67017 (-55°C) up to those shown in table below SPRINKLER - V2734IV2736 COVER - V27 Temperature -'Epic Cover Temperature - •FPC Sprinkler Vicfaulip Nominal Maximum Glass Victauite Nominal Maximum Temperature Part Temperature Ambient Ceiling Bulb Part Temperature Ambient Temp. Classification Identification Rating Temp. Color Iderdlfication Rating Allowed QIf11r18rY C 5B 139 ned A' 57 12_ 'A for use With Standard or Gulck eespman Canrnaled Snrlnklers 135-F (67'Ct or 155'F (68-C) . AWARNING • Woper lampenhre rated cover most be used with the correct sprinkler rating per the Temperallre Chat Ratings. • The plastic supping cop asst he renwvel for We sprinkler to oporete property, • If shipping cap is replaced win an installed sprinkler far purposes of painting or plastering, then Me Met protection system shall be eonsldemd out at Union, the Authority Raving Judcdle6on notified, and a nrewach Is suggested. Failure Is do to map recall in [When of sprinkler to operate nosing sedow personal injury or property damage- 40.42-2 B-d 6£2£TL9i01 SSS0S0L9TS 130 Wt 3)Wf:WOE U02:0T 8002-0£-cf33S 6i V361 K5.6 yL O USED Dry Type Standard Spray, Light Hazard Horizontal Sidewall and Recessed Horizontal Sidawall V3609 STANDARD RESPONSE JV3610 QUICK RESPONSE FLUSH DRY RECESSED DRY SLEEVE i SKIRT HORIZONTAL SIDEWALL HORIZONTAL SIDENALL HORIZONTALSIDEWALL MAIN HORIZONTAL SIIDDENALL HORIZONTAL SIDEWALL The V36 dry Sprinkler is used in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary horizontal pipe nipples. The Model V36 Dry Type Horizontal Sidewall Sprinkler ubazes a frangible glass bulb. At the bulb's rated temperature, the sprinkler opens releasing the bulb seat assembly, causing ft inner tube assembly to move, allowing the spring assembly to pivot alongside the Inner tube. At this time, water (lows through the sprinkler and is. distributed by the deflector, in an approved discharge pattern. The heart of the Model V36 sprinkler's proven actuating assembly is a hermetically sealed frangible glass bulb that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the bulb exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. COVERAGE: For coverage area and sprinkler placement, refer to NFPA 13 standards. NOTE.. These sprinklers meet the new test requirements In UL 199, effective March 26, 2004. JOB OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.corn E VICTAULIC S A REGISTERED TRADEMARK OF VICTAULIC COMPANY 02006 VICTAULI: COMPANY ALL RIGHTS RESERVED. PRINTED IN THE USA. 1643U1, 6'd 6£2£TL9:01 SSSOGOL9TS 130 14 3X-Mf:WONd HT2t0T 8002-0£-d3S FIRE PROTECTION PRODUCTS -AUTOMATIC SPRINKLERS 40.64 V369 K5.6 UL FM g UL LIsmo Dry Type Standard Spray, Light Hazard Horizontal Sidewall and Recessed Horizontal Sidewall V3609 STANDARD RESPONSE - r" V3610 QUICK RESPONSE FLUSH DRY RECESSED DRT 3"EVE S sm" HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL *a - E1nEHOED PLAIN HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL TECHNICAL SPECIFICATIONS: F.xaWeraled for clarity Models: V3610 and V3609 ACCESSORIES Style: Horizontal Sidewall and Recessed Installation Wrench: Model V36 Open End and Horizontal Sidewall Recessed Wrenches fit all V36 Series frames. Nominal Orifice Size: W/13 mm Finishes: Orifice Insert: Stainless sleet per UNS S30300 Plain brass K-Factor. 5,6 Imp./8,1 S.I A Chrome plated Nominal Thread Sae: 1' NPT/33.7mm • White Painted A ` Max. Working Pressure: 175psi/1200kPa Flat black painted A Factory Hydrostatic Test: lOD% 0 500 psV Custom painted 6 345okPa • WaxA Min. Operating Pressure: 7p3V48kPa • Proprietary Nickel Tenon* Coated A Temperature Rating: See chart on page 3. For cabinets and other accessories refer to separate sheet. MATERIAL SPECIFICATIONS A For K-Factor when pressure is measured in Deflector: Brass per UNS C22000 or Stainless Bar, mulllply S.I. units by 10.0. Steel per UNS 530400 Teflon is a registered trademark of Dupont Co. Bulb: Glass with glycerin solution A UL Listed for corrosion resistance in all con- • Standard; 5.0mm figurations- 0 Quick Response: 3.Omm NOTES: Split Spacer: Stainless steel per UNS 530300 1. Weather resistant escutcheon available upon Load Screw: Brass per UNS C36WO request Pip Cap: Stainless steel per UNS 530300 2. Only the Plain Brass and Nickel Teflon Spring Seal Assembly: Teflon' coated Beryllium finishes are FM approved, nickel alloy and Stainless steel per UNS 530300 Frame: Die cast brass Outer Tube: Galvanized steel pipe Inner Tube: Stainless steel per UNS S30400 Escutcheon: 1010 - 1018 mild steel and Stainless Steel Torsion Spring; Stainless Steel Wire www.victaulic.com ~CY.b7EJ1iC'~' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULK: COMPANY O 1006 VICTAUUC COMPANY. ALL RIGHTS RESERVLD. PRINTED IN THE USA. OT'd 6£2£T19:01 SSS0S049TS 130 WNHW63)0Ut:W0Nd HTZ:OT B002-0£-d3S IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 BFEWCTwLw PURINATION 10.05 M-OETMIs STYLES 92D AND 92ON 150--" ST"M 920 Me 92ON EIRE=mom DIMENSIONS ~Y TAELECOMUNGIM)Fa0YM0Ea y 4 KW ! 500 150 313 356 269 701 275 37 500 x 0 92ON 3450 381 n 90 = 68 T78 70 1s - NW Soo 150 3.00 356 269 791 275 3J W 20 92011 3450 381 76 90 68 178 70 1.8 141 9200 500 150 zoo 356 269 701 275 3.6 _ 25 1 3450 38.1 13 90 - 68 178 70 Is OAOOYm OIITIET I%Wtr 500 1.15 308 378 400 269 70t 300 41 36 32(6) 193M4 3450 445 76 96 102 68 178 76 1.9 Is 1 N W t'. Soo 2.OD 3.28 4.00 410 169 701 3.25 42 39 3~---Y 2~ 40(b) ~ 3450 501 83 ,102 0 102 .6M 68 178 83 20 19 210f 9pN 500 250 3.25 112 4.00 2 1701 78 3 99 z3" 23 4.6 so i 3450 635 a3s e3 10: lox 6e 1>a zl y 2%6ti 9m 500 275 Zee 4.00 400 2.69 734 163 5.e 51 _y 65 3450 69.9 73 102 102 68 186 ne 26 2.3 11 76.1mm 920 Soo 275 410 269 734 463 6,4 } 3450 69.9 - - 102 68 166 lie - 29 3Wt 920 500 350 331 430 4.12 269 773 512 64 6A /EMALETIMEAND OIrIlBr Be 3450 889 84 IN 105 68 196 130 3s 29 1081 x PAW sm 500 1.75 318 3.78 163 714 393 Ss 32 3450 MS 78 96 v 67 194 78 23 - _ • Provides a dlEect branch Connection at M 40 1 900N 3450 22SU 63 00 31 1400 - w ZW 7J54 iw 8325 5.0 23 8r1Y location Where a hole can be cut 2(d 500 250 325 4.W 263 764 410 40 in the pipe 50 91014 3450 635 83 102 - 67 194 102 19 29 81 • A pressure responsive gasket provides 761 mm 9m 500 2.75 288 4.00 4.00 263 714 4 3450 69.9 73 102 102 67 194 509 3.6 the seal 3(3) 920 500 330 331 450 263 763 498 88 63 80 3450 889 84 IN - W 194 124 3.1 3.0 • Request Publkatlon 11.03 for 5 I% W } 500 100 4.03 4.75 4.75 3.16. AA 369 7.4 7.6 Mechanical-F Cross assemblies 115 x 40 9" 3450 50A rot 121 121 a0 246 94 34 3A 2411t 500 250 410 4.75 4.75 316 9.70 438 82 80 • Pressure rated LW to 500psV345OkPa so 3450 63-5 502 121 121 so 246 UI 37 36 on steel pipe: also available for Use 21601t am 500 x.75 363 475 4.75 3,16 870 463 83 79 With HDPE pipe 65 3450 69.9 92 121 121 60 246 118 38 36 ]Qlmm 920 500 175 4.75 3.16 9.70 463 80 • Sizes from 2 x SSY50 x 3450 69.9 - - 121 e6 246 na - 36 through 8 x 4I200 x 100nim rnm 314t 920 500 330 3.e1 5.50 463 316 9)o 531 8A as BO 3450 as m 127 Ile a0 246 135 32 40 1330 x 2 r 92ON 500 250 375 450 317 810 328 61 s0 { 3450 633 95 114 - at 203 99 36 - 3 9m SW 3.50 381 S00 300 9A6 5.31 es 8o 3150 689 9) ID - 76 210 135 36 - neLE CONnNIAm ON P8.4 IMPORTANTNOrES: 5tyk 920 and Style 92ON hoosingscannot be mated to one another to XNeve Don c0rxucdons wu w.9ktaulle 6 MTA MA rlEawlEAF0 Trp30El0wx oc a0r MWMM11Y 02W8VWTA" C MW AUA n MaElam. M04TM WTNE 684 fCYAU~iG° REV I 11-02 3 TT'd 6£2£TL9:01 SSSOS6L9TS 130 14NWd3>0Uf:WCkJJ U22:OT 8062-0£-d3S IPS CARBON STEEL PIPE - ORE PROTECTION PRODUCTS 10.02 STYLE 005 wfrN VIC-PLuvu GASKET SYSTEM INORTN AMERICA ONLY) DIMENSIONS .80 1'A 1660 350 755 005 L75 450 144 1.2 32 42A 2413 3370 1.7 2-%X2% 70 1% 148 0.5 1 % 1.900 350 990 0.05 3.00 4.75 198 1.2 40 483 2413 4415 12 2-%x2% 76 121 148 05 Oiled for wet: and d7 sprinkler system5ffi 2 2375 350 1550 U07 2-%X2% 350 5.25 1.88 1.6 3SOP912413kPefor l%-4732-100mm 50 6D3 2413 6900 17 89 133 148 0.7 Sims and 500 psi /2065 kPa star 4%-87106 2% 2975 350 2270 047 400 5.75 198 1.9 - 200mm Sties: Schedule 10 Mil grooved or 65 73.0 2413 10110 1.7 2-%x2% 102 146 148 OR Schedule 40 cut w PON grooved steel pipe. Style DOS is rigid and does not accommodate 76.1 mm 3000 3S0 2475 007 2-%x2% 4.13 5.75 1.88 1.9 exIXlrWaM CanWCdon pryg0i8ftllRM006 761 2413 11010 1.7 105 146 148 0.9 3 3500 350 3365 0.07 2-%x2% 463 6.13 1188 21 80 889 2413 14985 17 110 156 140 1.0 4 4.500 350 5565 016 2-%X2% 5.75 7.25 2.13 31 100 114.3 2413 24770 43 146 104 54 1.4 1010mm 4250 300 4255 0.16 2-%x2% S63 725 2,13 3.1 IGLU 2068 18940 41 143 184 54 1.4 5 5,563 300 7290 0.16 2_%X3 6,88 900 2.13 4.5 12S 1413 2058 32445 41 175 229 54 2.0 1330mm 5250 300 64% 0.16 Z-%X2% 663 900 2.13 4S 133.0 2068 28900 41 168 229 S4 2.0 1397mm 5.500 300 7125 0.16 2-%z2% G90 9100 2-13 49 1397 2060 31715 4,1 175 229 S4 Z2 6 6625 309 10340 0.16 2-%x3 BUD 1000 Z13 50 150 1683 2068 46020 4.1 203 254 S3 23 159.Omm 6.250 300 9200 016 7.63 10,00 213 55 ]Sao 2048 40955 4.1 2-%X2% 194 254 54 25 1651 mm 6500 300 9955 0.16 2-%x3 815 10.00 Z13 55 1651 2068 4,1295 4,1 207 254 54 25 8 8625 300 17525 019 1-%X4% 1050 13.14 263 11.3 200 2191 2068 78000 49 267 334 67 5.1 ' Wak6g Pressure and End LOW are total, ban all Internal and external loads. based on standard weldrt(ANy1 steel p04 standard roE or cut grooved In accordance with Vctaukc spedfKMons.ContactVktaulk forperfor- mance on other pipe. WARNING: FOR ONETIME FIELD TESTONLY, the ramdmum John Working Pressure maybe kroeaRsd to 1 V2 Omer the figures shown. T The allowable pipe separation dimension shown is for system layout purposes orgy. Style 005couplings arewn- tidered n9ld cmnectbns and wort not acpanmodate expamon a contraction or the piping system, B Numbs of bolts required equals nlanber of housing segments. Metric thread she bolts are wallable kdorcodw gold) for a#C"Ing Sim upon request. Contact vktaukc forOetaK 5 Style 005 mpfigsare VdS and LPC Approved to 12 W75psl. trarw.Hetaulle"M VICTAUIJC IS A REGISTERED TRADEMARK OF VIGTAUIIC COMFIANY. 02006VICIftuuC COMPANY. ALL RIGHTS RESERVED PRINIEDINTNEUSA. ,iCi9UISC 10.02.2 REV 1 Io 2T -d 6£2£T49:0.L SSS0S0LSTS L33 4lrlU4d9X3Uf :410L13 U22:01 8002-0£-d3S • Waterf 1 Detector SENSOR-- I Modals Available W FD20E W FD25E WFD30-2E a WFD60E :.'i• W FDSOE +.y Product Overview The WIDE series consists of a rugged, IP54 rated enclo- sure. Designed for both indoor and outdoor use, the WFDE series operates across a wide temperature range, from 0°C to 499C (320F to 120°F{. WFDE models are equipped with tamper resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form Q syn- chronized switches are enclosed in a durable terminal block to assure reliable performance. The WFDE series incorporates a mechanical retard fea- ture, which minimizes the risk of false alarm due to pressure surges or air trapped in the sprinkler system. In addition, the mechanical retard's unique sealed design is immune to dust and other contaminants. The WIDE series is designed to simplify installation. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field-replaceable. ~ VdS .,E. SSA .w,:. a.e.ooaa un.,u. cocoa £T'd 6£2£SL9 01 SS50S0L919 130 41N1:4483)MftWO8d Ij£Z:13T EOW-02-d3S Engineering Specifications Vane-type System Sensor WFDE series waterflow detectors shall be installed on system piping as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizon- tal run, at least 15 cm (6 in.) from any fittings which may change water direction, flow rate, or pipe diameter or no closer than 61 em (24 in.) from a valve or drain. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actua- tion mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage co the delay mechanism. Outputs shall consist of dual SPDT switches (form C contacts). Two conduit entrances (one of which is a knockout type) for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. WFDE waterflow dcrectors shall be approved by Factory Mutual, LPC, VdS and SSL Standard Specifications _ WFD3D2E: 2.05 kg (4.53 1b.) IPC: 17"25 RAR (250 P3) two openings 22.2mm (.875 In.) diameter. One open, WFD40E: 2.36 kg (5.20 D.) VdS: PMO (10 BAR. 145 PSI) one knockout type WFDWE-. 3.03 kg (6.68 It.) _ - W FD80E: 3.46 kg (7.70 Is.) LPC: 20.57 Ihem/mlMe D"C to 49-C (32'F to 127F) VdS: 30-87 Them/miMe 5,21%205;4.7102.333; 3,845,259 Two sets of SPDT (Form C) IP54 30.0 A 0125/250 VAC - 3 Veen 2.5 A n 24 VDC WFD20E: 145 kg (4.08 m.) W FD25E: 1.85 kg (4.08 lb.) Ordering la wmatioo WFD20E 50mm(2') 31AM(w) Re. PIPS Us mat (kkl NoneW Pl am. a Wag Thkkm mm WF025E 65mm W) 31.Smm (2W) LPC WS LPC Visa FD20E l;0 60.3 603 3.6 2 29 WFD302E SOmm(3') 5O.8mm(2") FD25E 85 2hh 7810 78.1 3.8 2b 29 WFD40E 100mm 50.8mm (2') FD3P2E 80 3 88.8 889 4.0 29 3.2 F 440E 100 4 114.1 114.3 4.5 3. 3.6 WFD60E 150mm(6") 50.&M(2') FDBOE 150 8 185.1 1683 5.0 4.0 4.5 WFDSM 200mm (a") 50.8m, (2") FD80E 200 219.1 219.1 6.3 59 Modal YYF wFmoaE WFDwr WFDGDE WA5 Shppka 195 kg 2.05 kg 235 kg 393 k8 3A6 k8 - WOW 0.08lba.) (4.53 me.) (5201Da.) MES Iba.) (7.7p Ms .l Delay Aglua6nant DEW WFDE Field Wring Dimas, Table of real settlegs hlrllhgpat hers pee bebw) Name sftllll~em .hw..erw4r.wrerR Delay IL~loMmat 0mm mmNs 0 dial ~ eehnAmhutema ,sor.we ewe u4rre n .eaa4hwwrrw oArn _ TwArI IMPCrAeNb,r DW settllg O O 10 16 e.0 2e Ahwwrw ' ~r~~y kml yqW W m~wk„yiy~~r Mwnkw rr:.ete"~.4whn ' ..ar'n1F0Bmwnkhr r~,.h0r°~w'''~°°°NOr System Senior Santa and Service tlMe+hr src.a.s.. Stales, Senor Headquarters System Sense Canada SyMeh Senor In Chka Syrten Senor - Far East trees, Sear - k ss 3825 Ohio Avenue Ph: 905.812.0787 Ph: 86.29.8832.0119 Ph: 85.22.191.9003 Ph: 91.124.237.1770 x2700 St. Chmke, IL 60174 Fx: 905.812.07T2 Fx: 86.29.8832.5119 Fx: 85.22.736.6580 Fx: 91.124.237.3118 Ph: 800/SENSOR2 System Savor Europe system Savor In shospors System Sena-Atlstrege system Serra- gala Fx: (19(1/3776495 Ph: 44.1403.891820 Ph: 66.8273.2230 Pm 613.54.281.142 Ph: 70.95.937.7982 wwwayatemsensor.can Fx: 44.1403991921 Fx: 65.6273.2610 Fx:813.54.281.172 Fx: 70.95937.7983 a 2005 byetem Soma. Toe eompwa reserwn care dot to Change pedwt teeeisoehm WWoal mow. AOSO243pp5.7/OS.e1362 tv K 'd 6£2ETL9:01 SSMSOLSITS 130 WNH483XYdf:WMW tf£2:0T 8002-0£-ceS Youngstown Tube Quality by the Foot Schedule 10 Sprinkler Pipe Youngstown Tube manufactures Schedule 10 pipe in sizes 1 A" thru 4' using only high quality domestic steel. This ensures a uniform superior product for roll grooving, welding or plain end uses. Youngstown Tube's schedule 10 pipe Is produced under ASTM A795 Type E, Grade A, NH standards. Every piece Is Eddy-Current tested and conforms to internal SPC testing and recording. Youngstown Tube Schedule 10 steel sprinkler pipe is coated with a black enamel coating, continuous color coded white stencil, and stored Indoors ready for immediate shipment. Approvals: UL Listed, CUL Listed. FM Approved Youngstown Tube schedule 10 pipe meets the rigorous testing and certification processes of Underwriters Laboratory and Factory Mutual for steel sprinkler pipe with working pressures of 300 psi or less. It also meets the requirements of NFPA 13 and can be used in wet, dry, deluge and preaction systems. Schedule 10 Pipe Pipe Nominal Weight Standard Pieces Feet Welght UL Size OD Wall per Foot Length per per per readed Bundle Bundle Bundle CRR 1 A 1.660 .109 1.81 21 61 1,281 2,319 8.5 1 )1 1.900 .109 2.08 21 44 924 1,921 6.8 Q 2.375 .109 11 2.64 21 37 777 2,051 5.5 2 Yz 2.875 .120 3.S3 21 37 777 2,742 4.1 3 3.500 .120 4.33 21 24 504 2,182 3.0 4 4.500 .120 5.61 21 11 19 399 2,238 1.8 6 6.625 .134 9.29 21 10 210 1,951 1.16 8** H8.62511 .188 18.49 11 21 7 11 147 11 2,424 N/A * Schedule 10 pipe can not be threaded or cut-grooved. W schedule 10 is manufactured from a different domestic supplier. Youngstown Tube Company 401 Andrews Avenue Youngstown, Ohio 44505 1-866-The-Tube www.youngstowntube.com Project Contractor: Submitted By: Date Submitted: ST'd 6£2£1L9:01 SS90SeL9TS 130 14Nt1183XYdf:W0213 t102:01 8002-0£-d3S Loop Hangers Model #100 RS- Swivel Loop Hanger - Heavy Duty _.RI Pam APPUCAT10N: 8100 pipe support for stationary piping. IM Lowest in-place cost available. Easy adjustment. CA CL NOTE: Meets MSS requirements. L • I -I~ Part No. Pipe H CL RS MRI A Max. Recom. Finish' Size Load (lbs.) 10OWSOEG 1/2 2-314 1-1/4 3/8 1 13/16 300 EG 100005OFL 12 2-3/4 1-1/4 3/8 1 13/16 300 FL 100007SEG 3/4 3-1/16 1-7/16 3/8 1 15/16 300 EG 1000075FL 314 3-1/16 1-7/16 3/8 1 15/16 300 FL 1000100EG 1 3-5116 1-9/16 3/8 1 15/16 300 EG 1000100FL 1 3.5/16 1-9/16 318 1 15/16 300 FL 100012SEG 1-1/4 3-9/16 1/5/8 3/8 1 13/16 300 EG 1000125FL 1-1/4 3-9/16 1-58 3/8 1 13116 300 FL 10001SOEG 1-12 3-13/16 1-3/4 3/8 1 13116 300 EG t0001SOFL 1-12 3-13116 1.34 318 1 13/16 300 FL 1000200EG 2 4-1/4 1-15/16 3/8 1 13/16 300 EG 1000200FL 2 4-1/4 1-15/16 3/8 1 13/16 300 FL 1000250EG 2-12 5-518 2-15/16 1/2 1-1/4 1-5/16 1000 EG 1000250FL 2-12 5-5/8 2-159/16 12 1-1/4 1-5/16 1000 FL 1000300EG 3 6-X16 -12 U2 1-14 1-7/16 000 EG 1000300FL 3 6-X16 3-12 12 1-1/4 1-7/16 1000 FL VEG 3-12 7 3-3/4 12 1-1/4 1-11/16 1000 EG -12 7 33/4 12 1-1/ 4 1-11/16 1000 FL 4 7-3/4 4-5/16 5/8 1-5/16 1-3/4 1100 EG 4 7-3/4 4.5/16 5/8 1-5/16 1-3/4 1100 FL 5 9-1/8 4-5/16 5/8 1-5/16 1-13/16 1100 EG 6 10-5/8 .7/8 3/4 9116 2-1/8 1250 EG 8 13-1/8 7-1/16 7/8 1-5/8 8 2-3/8 1250 EG Conforms With: Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10),install in accordance with ANSVMSS-SP-69. All dimensions are in inches unless otherwise noted. `See page 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. Phone: 800-333-0852 • Fax: 800.677.5403 49 E~,/~Q• www.erico.com S G~ 9T'd 6£2£SL9:01 9S50SOL9TS 133 14 3)OUf:WMH Fits2:01 8002-0E-d3S Wheatland's Schedule 40 Sprinkler Pipe Wheatland's Schedule 40 Sprinkler Pipe is a high quality sprinkler pipe offering you the full range of assurances you require. Schedule 40 Sprinkler Pipe has passed some of the toughest lab tests ever created for sprinkler pipe. Made in the U.S.A. by Wheatland Tube Specifications and Approvals Company means made to the highest standards for consistant quality. Wheatland's schedule 40 Sprinkler Pipe is made Wheatland's Schedule 40 Standard from the highest quality steel in one of the Wall Sprinkler Pipe meets or nation's most modern and most complete pipe exceeds the following: manufacturing plants. Our proprietary mill coating offers you a clean, corrosion and heat resistant • UL Listed surface that outlasts and outperforms standard • FM Approved lacquer coatings. Plus, this coating can be • ASTM A795, Type E, Grade A quickly and easily painted without special preparation. Or it may be hot-dipped galvanized to meet FM requirements for dry systems in Please refer to appropriate documentation for accordance with the zinc coating specification of up-to-date listing and approval information. ASTM A795. Specifications and descriptions are accurate as known at time of publication and are subject to change without notice. am ERE Nominal O.D Nominal LD Nominal Wall Nominal Weight Pieces NPS UL CRR" Lift in. mm in. mm in. mm lbs./ft. kg/m 1.1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 1 1/4" 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 1.00 51 D 1 1/2" 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2" 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 " Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Schedule 40 steel pipe is used as the benchmark (value of 1.0). It WheatlandTube Company 900 Haddon Avenue, Collingswood, NJ 08108-2162 Ph 800.257.8182 Fax 856.854.0616 www.wheatiand.com 0705 1.OMm BATHROOM WALLS 4 GEILING. _ r~ i~ _ _ REPLACE WITH MOLD RESISTANT SEE DETAIL 5/A5-4. FOR CEILING 2 GYP. 5D. USE CEMENT BOARD AT ALL SEFERATION AS5EMOLY IN DWELLING UNITS TILED 5HOWER 5URROUNDINGS. SEE 5FE05. UL tl L514. SEE DETAIL Q A5-4.. SEE SPECS. GK, 6, BOVE 4. REMOVE EXISTING KITCHENETTE (AND 15. REMOVE EXISTING DOOR f FRAME DECK OVENS WHERE, AFFLIGA5LEJ IN UNITS ___-,_____.SETLNEEN-UNITS Q R 10 ON FIRST FLOOR --I - 5'-l0" bb' R N I VA U13 2002 G I D D O PTAG NOTE: NPI2INKEEDk NOTE,% Uh m LOCATE PTAG'S UNDER 4 l'C i`F+'7 M I E'.INMF DESIGN AND INS'I'ALI.ATIONI'II CONK ORM' 10NI ' PA' l 1 EIRHI' DI LOS 2 BLILIILyi TO BE FULLY SPR1NKWdtEDAS NOTED GI KI ' WINDOWS UNLESS OTHERWISE SYSTEM' 10 BE'ITSIED IOlt'_rIU LOS. F'IER 2 HAWES ' INDICATED OR FIELD / EXIST. DECK y Iry Id II' C "rv CONDITIONS DICTATE tii O 4 t - n '.DECK I ONLY Al LYPIM MATERIAL HO HE USED 5 STOA K UP LX"TR A SPRINhLLR,S PLR 11211 5 y ~ry ;P OTHERWISE. PROVIDE OPENING ! in 6 M,E%ALVES IOBLIDRMTII'IRDASPLR96L"IIONO,7,11 AND NEW LINTEL AS REQUIRED. i DR4INAGL PER.SEC 1'IDN II.112 ' Y ALI.II.WGFRST(]BE INBI:SLU:D AS PF:II SBC'fION O64I;\l.L. SEC'[IONS s. R U MIT 55 N TENIPERXFLIRF.OF SPRINKLHILS .AR PER EFCIION A 12 In NI:\t'IONI,SI'ACINf. Of RPftfNKLL(<S 2`jr7 S'Q Pl 51 35 N UNIT 34 VERIFY IN FIELD. v U T 44,/ / I 0i CAI I, TIRE' DEPARTMENT CONNECT ION AS PER SEC I ION 6.8 w a i TW .12 PIPE SIZING AS PER HYDRAULIC'C'ALCULA PIONS IJ UNDP RGROIMD TP BE. PLEASE IED PRIOR TO CONNI:("1' ION OF SS S] IIM PIPING NI' PA NU / 14 ALL REQUIRF'D SIGNS TO SE PROVIDED -I --I f - SPRINKLER HEM - O / / m I? SPRINKLPAf1EADSFIIALLIILINSTALLFDASREQLRRED.BENGOFS[DFAV-\l.l., II PENDANT OR UPRIGH( ALL P(PMG, DI(ANC'HES RTC' SIB\LI. bE INSl.1LLLTl TI - -C - _ - Al ~..r. I ~ I -0" Idfi' m I i WHERELVERl'USSBLE PIPING CAN DRAM THRODUHTHE MANS WHEREITIISM R' !1 NOT POSSIBLE PIPING SHALL BE PROVIDED \N TH PLUGED FITTINGS TO PFRMI I' DRAINAGE FI "777i/7777, '77 7, I 77, _ N WRENCH FIATS 11C 16. TOOLS AND SPARE HEADS rl :\SIOCKOFSPARFEIEADSSW\LI.BLNIAMAfNEDON'PR6r\IIS SPARE SPRINKLERS 51 SHALL NCLUDE ALL "FATES AND RATINGS INSTALLED, VL 4 - r - NET I DECK 5' 17 PIPE.ANDFITSMGS ,1 BR;\NCHLINESVVILLBESCHLDULFA 40 PIPEWTEH Gw y PITI'MGS. -7. N1 r 'TII"BERTFIM' DE G IMMTFLH' DECKI CROSENIAMS WILL. BE SCHEDULED LO PIPEWITOGROOVCS wI _ e 4 4 } - - s r'o "DRY SPACE' DRAI L2 T W SPACE' MAIN IX II{F ENTIRE SYSTEM SHALL BE TESTED I IYDROSTATICALLY FOR NO I LESS THAW") 51 a • i~ P „r 1 y COLOR. CWAR(r OLDRI CMAR 151'f PSE FOR AT LFAST2 HOURS. WITHA LOSS OPNUT IFIORE THAN2 PSI THEEMIR, OVERHECW SYSTEM SHALL BE C'HECI(LU TO MAKE SURE THERL ARE NO LEAFS r I'l MATERIAL"1'O BE INCLKUDED ON HYDRAU LIC DATA NAM£PL 4TE WILL BL PROVE DED 8. RE AS SPEC] RED BY NFPA II Ii 211 FIRE DEPARTMENT CONNECTION ON APPROVED AM LAMM IC BALI. DRIP WILL RE INS CALLED PER NIT A 1113 - - IT 37 REMOVE EXISTING A/G r # 1 - UNITS d GL.05E OPENING in I I y -s Ut, 'I UNDERGROUND PIPING NCLUDING WE HERE IT ENTERS THE BUILDINQ... BE SUPPORTED AS SPECIFIED BY NFP,4 A24 PERTAINING TORODDTNQ CLAMTMQAND I UNIT 5'1 WITH MATCHING CONST. 41 `9 'THRUST BLOCKING 9. R1 I dAli AI OF EXIST. WALL (TYP) v N I IEAf IS TO BE MAINTAINED BY TENANT AT A MINIMUM TEMPERATURE OF 411-FAT ALI, TIMES, M ALL ARRAS, WHERE SPRINKLER HEADS AND PIPING ARE INSTALLRM Al 5< 'F-7-7 10. RE -3. CONTRACTORS M 41 FATAL AND TEST CERTIFICATE FOR AROVE AND BELOW UR4DE _ 3 0 PIPE SHALL BE SUHMITTEDTG FIRE MARSHALL PRIOR TO APPROVAL OP'I FIE MS'IALLA710N. r' f V 4-4 24 STREET MAW IS CIRCUL.ATNG. d p) I ~ I ~ II 4 25 .SIDE WALL SPRINKLERS ARE LISTED POR ORDINARY HAZARD OCCUPANCIES 26 H\DRAUUC N AME PLACE CARD WILL RE INSTALLED ON'1'HE RISER U IT 56 36 N, REMOVE 29'Eqmf OR HE m MS A'RP.t1Ei-VIILi m 8FMCtBF.-I 4.1 ",C ..ITPCICSPfTMR'tRrT :EMOVE -19 HIEPM(36D~YREhWIFIN?FPEIFM~d. !#!}FMf'Sf3NeF!,E N nl EXI5TIN6 iX15TING - - 4 I m - -RAILINGS AILIN65 I ' wne~wn ®anla 1 N - - - 4 ~oAIL III - r2rA N IN IA.\REh - J V 0 771 _ T 1-7 I N 19 gAe - _ U IT 55 J j 35 I~ I I I I 711 ~P Lu LREMOVE EXI5TIN6 STAIR REMOVE EXI5TIN6 07 REMOVE EXIST 2A. FRC _ I AI 5 ARE -,1 - - - _ - - ~ DI 4 d RAILINGS. REPLACE d RAILINGS. REPLACE - _ d RAILINGS. RE EMOVE EXIST RAILINGS. RE - Ht WITH NEW STAIR d WITH NEW STAIR d - - AITH NEW STAI iITH NEW 5TAI RAILING RAILING RAILING DECK AILING \Q - U IT 54 ABOVE " 34 2'I Tm 4Hor h - . - LAG DOLT 1 (D THREADED SIDE BEAM BRACKET Z~l a Ip 2 2 m m DOWNSPOUT (TYP) UNIT 11 Q FIG. IOD ALL THREAD ROD f SEE MEP VAS'S. FOR -q9 O - ; li P t STORM WATER TMP -FIG. 200 W DETENTION DGSIGN _ Y 4 DETAILS ADJUSTABLE RING HANGER 8Rr-ST?rURANT" ,4N ' e T IM • I'-O I 5- m AI e 5-4 T'=Aw - 00 L 5_4 ;n DI - B ~ I ~sYr~rrr-r~~rr~~ 7-777777 /U (~x(7 _tt(LL _ _ 4 THREADED SIDE BEAM BRACKET, ROD & RING - _v AI N N 4 *)4?tj400L-- DECK WOOD CONSTRUCTION N,vJ PTAG NOTE, "T G~1~W LOCATE PTAC15 UNDER I 1 WINDOWS UNLE55 OTHERWISE 4 O - - PTA4-UNITS WA RAILIN65- REPLACE EXI5TIN6 (TY*6); q- A ~ i rt SEE I RAILW5 NTH FERMAPORCH RAILIN65, EpyD INDICATED OR FIELD I ? 'p MEP DA6'5. 'SAVANNAH' WPM 114" -c&ARE PICKET5 AND DECORATIVE AjRGH AS INDICATED. ~i OGU+ CONDITIONS DICTATE -l v POSTA ARE TO BE SWARE DECK "TS - DI N~1c~yt, ~r OTHERWISE; PROVIDE OPEN cNG P F 1 n - Am CAI V_vYCAMIM TIIP_ RAII 15 15 r H it REMOVE EXISTING WALL OPENI AM7 Mn b NIM~ no Kw ry VERIFY IN FIELD. r BARRIER 5E.PERATION 8 TO RECEIVE NEW WINDOW. 5EE g(,jlfp.l ~I N Q - - INCIDENTAL FIRE TO BE 47' R WALL (UL * JSI1) SEE ' Y WINDOIN SCHEDULE. PROVIDE NEW 5- N DETAIL B/A5-4~ 5-5 Q " 4 m STEEL LINTEL. SEE 2/A4-2 ABOVE rrr777 4 uxiT west EAST - - 6 - - a - - - v - - - - v - - - - - - j Y 4, 9, 4•-0• -6 5--4- --W 9•-4" ,6. 4'-0• T3• ¢-0' ~3,,.¢• -0. 3~. -0. 4'-0T„3• ¢i-0• .3. 9'-4' -0'5'-4' -0" ¢'„0' 4I-T" _ t . u s 4 (ti IV ® o -'1MP EG r FLAN I I _ . Y x ~ _ IIL-JI 6 IT 24 UNIT 2 UNI 26 UNIT UNIT UNIT 29 Ut !T 3 - a~ 4, RAISE ROOF SLOPE 4 a M v EXIST. DECK 'w O 15T. PECK - ON LONER ROOF. N N N N N ti L ti w © H PTAC UNIT NIT - . 0 Q 4 ~ L (Typ). SEE MEP DW6'S. ~]f O. OM - ®Y i TMP~ SVM®(IL - ~1)~}EVIOE ~~HT~p'I1'-LI PENOENl SPii1~NK~I EF ~Ij~j 1~ cl -le UPRIGIff R 3-3 I _ SIbEW,11_L 9PRINKLC~~F( QLa 1,>- - Df SIGN - linE-HIA uvFi,ilMA71UN r ¢-Ir _ i, . O5 " M Su r I NDOW - ` _ MWPLEIJ_HP 6PRINI<LEFI _ _ i ~ g yy ~1,~L.T ~~pp77 "T Id-SIW A N511 f D 4 RV! 10\/E EXISTING ~F' -rryr r•.er.~mrfipL m.v. _ ARIFn APP[ ll4'v)F - `L1-~ 1 ''AILIN65. REPLACE 14t N ini.h I'! I' Ii1JIiLl 5 WI1f, NEA STAIR 4 Q f OE RAILIN4 EXIi Plambing • Fire Sprinkler Heating -0- ~ND Air Conditioning Contractors 'Z NDOW 1o SEA CLIIT pVlt, PIMMO (5t 626]1(11112 I i IH ~i~ i1H. oG ~2 It &OA Ivry o pLTI m _ N1Y- 4l,FR GI,PNCOVr,N,Y1154L PA%i 61M1 6J1 J2J11 MAN! 'M A' 2' _ INOJECI" m - -SAT N AVAIL,,, uRI-, Id s AI P'-u' 4GE SANTORIN TBEACH1 -L i &a Re AR SPACE # ~P~( ~ Dom. R pN 9 U~?} WFPA f~ i 5Q Pa es yi 3800 DUCK POND ROAD CUTCHOOUE, NSW YORK 11935 f F _ _ _ow~r. wu FiX 027573 y(D Q' -"n wia t~_--- An- REVIE - - PERMAPORCH RAluN65, 'snVnw+wr vtnn rx- suern= W,ALL5 AND FLOOR, REPLACE IN REPLACE WITH 5/8" TYPE 'G' MOLD RESISTANT GYP. BD. EACH SIDE AT DRAINAGE 5Y5TEh WAINAGE SYSTEM. SIDE OF NEW COLUMN ENCL05URE5 (IYP)I PICKETS AND DECORATIVE AROH AS INDICATED. KIND. REMOVE GYP. W. ON POSTA ARE TO BE SQUARE DCEq~K POSTS WITH POLY- ax, cm~¢h~slrelJ___- PMWID TOP- RAILING 15 TO 44 42' H. EXIST. DECK - DOWN5POUT(TYP) P SEE MEP DW619. FOR ' 5'-0' b'-0' -0 Y --t, MAIN B'-0" 1 G'-0 ' I DETENTION DESI6N PTAG UNIT DI DI GRV ED ELBOW COLUMN ENEXISTING COLUMN WITH PVC STORM WATER CO~C~L~05~LR~,E5, pBiAYRAP, DETAILS --j eA m ~Aa IT (TYP). SEE RATED, REC,F55ED PANEL, WI DE r X 8'+- HIGH, COLOR: WHITE. (1YP) MEP DAVIS. R m Po PITCHED ROOF NOTE: - STRIP EXISTING ROOFING TO O UNIT SHEATHING. PATCH AND REPAIR .p H ~ N Q 9 12 EXISTING SHEATHING ON AN AS B N ~ 44, DELL n 01 m 41 REOUIRED E3A5I5. REPLACE ASPHALT- - UNIT 21 5HIN6LES WITH ICE DAM AND SHIELD - THROUGHOUT 4 ASPHALT 5HINOLE5 J I m TMP II n - in B 71, u - ' " ~'Rh I~ nNdLE VeWE ~TM~ I IrnT°r I SITTING AREA B NEW WINDOW WITHIN EXISTING ROUGH OPENING 1111111 UPI 1 L-LYIl OLIIIERFLY VALVE (C,0.) DWELLING UNIT ? TMP II 3 0 I C, WW/TAMPER 9tlyrn . , - DID, O 1 ~4 H p - - - o- NEW STAIR !RAILING. 'f DWELLIN6 UNIT GEILIN6 4'-0" HIGH GUARDRAIL REMOVE EXISTING A/G UNIT 20 I~`l SEPERATION d UNIT 2 PTAG NOTE NOT UNITS ! CLOSE OPENING NEW PTAG UNIT ,J A55EMBLY UL * L514'- NEW PTAG UNIT 4 LOCATE PTAG'S UI IITE PTAC'S UNDER OW5 UNLE55 OTHERWISE WITH MATCHING 6ON5T. - 4 O ( r ININDOW5 UNLESS - INDICATED OR FIE ATED OR FIELD OF EXIST. WALL (TYP) 1 SI - r°'~ tt' Y CONDITIONS DIGTO JITIONS DICTATE u,i m OTHERWISE. PROV .74-NISE. PROVIDE WIDCS I- s - 4 I 4 OPENING AND NEW AS REQUIRED. VEi IING AND NEW LINTEL EGUIRED. VERIFY IN A2-I N H T'MP O 5OUND ATTENUATI V NJ ~ m FIELD. JD ATTENUATION _ - A m 7. T INSULATION NEW WINDOW WITHIN EXISTING 4 GATT INSULATION m IiAM4{.1 ROUGH OPENING P O ) III REMOVE OH THP REMOVE n _ SITfIN6 AREA TIN6 AREA TOILET UNITS 4 III RAILIN65 EXISTING RAILIN65 SED CANTILEVER OF 2nd FLOOR N?' 4 DEG rDAEI_LINO UNIT -LINO UNIT DECK DECK S e,D.,.~ ns.Ta.n xm) sy.a,,, r~:r eo,o=mo„ oo.., e,e~ Ayer UNITI IG NEW PTAG UNIT Q TMP II _ ° J - ( 1 m 4 H 9 r of l Ironann-.- ...'.LLa::ca.E::. o, remele nrannn Ilse 4 REMOVE EXISTING ST IR A REMOVE EXI: 4 RAILINGS. REMOVE EXISTING STA Tosl oeme mrenanv E RAG srnoolM1 DOro aneeearom mempn om E RAILINGS. r _fe m n ovslanl ~p .aide, 1Imnn,mw - - y Ef «1 rlarr 4 TMP II 1 r _ _ _ rl-f T-17 T-I;' T 7 T -f T-1' T- -T m Io one somm~er IIIIIIIIIII IIIIIIIIIIII ~f UNIT a 4 I I I I I I I I I I I IIIIIIIIIIII hIII11IIlIlIIII I a IIIIIIIIIIIIIIII } -L -L LI1 J-1=1 LI-L J- I= J-1-1 JS° all N O ? Elovenan O e i6Is LIA ml"U M W Nose' Nm Iere Ines n u n TR nI expoeea,esr pipe m warm roan, hrre,d valve wre, pip: exrnEC Inmaph Wall to oelslee 10 INICH POTTER ELECT BELL DOWERED BY THE FIRE ALA" m 9 TYP I c PAL GRO: GR055 SF.GTION 1 1 - FtRxAIfS31'EtYAi*3D-E4ST.AL msnom, ~6TfiE.RS AT EAST WING BUILDING 5 al § T OTMP - 1 m O', ~ d I 0 N N ~ 4 c~ ;a _42, 4 TMP II 0 R UNIT 5 B rT A m I, IIIIIIIIII UPI l L A m 4 NEVI STAIR E RATLINE o r R NEW STAIR 1 r ~ UNIT 17 O; STAIT RAILINb - - uti 5-4 n 1 3 I H 5-4 - - . , d 5-4 Al - m Q 4 TMP DI DI UNIT 6 NEW RAILINGS, RE es-1 b-L~ ~'a'°y y - cOrI~ VEW RAILINGSr REPLAOE E:XI! 6 _ g_I B r R PERKAPORGM PAI MWAPOROM RAILINGS, 5A\ G p1 + A5-I Y. PICKETS AND DEL PICKETSANDVMMTIVEAol DESIGN CRITERIA INFORMATION 81-0' 4'-6" 5'-4" 51-4' 5/'-0o" 51-4' "TA ARE TO BI I"TA ARE TO BE SQUARE C - - I 51-0. 66" 54' , 4. 5'-4• -8: g:-0• 8' 4' n l^7 \^l 4''-5• X3'-0",,rl'-0" (jt'~ i- PYRAMID TOP-RJ 11 Fe"10 TOP- RAILING 19 Tf , DESIGN DENSITY G P Ia ISO F T n IB 1. 5'-l' 44' 2-3. I ~ ~ !1 n P . AREA OF APPLICATION - SO FT 3- COVERAGE PER SPRINKLER = SO FT Q \ TI6,,U I ROOF \U ABOVE --ore Q Lv~ j 4 NI - - - TMP 1MP Q IMF, El U ( , I Ivl I ~ ~ - H~ I ti - N` OF SPRINKLER CALCULATED - - HEADS - - - - - - - - - - STORAGE w, UNI'T' 7 J.G. Z,q MP. % m i 9 - K" =ACTOP, _ ORIF,'CE SUE 6 - OCCUPANCY CLASSIFICATION = SEE SH HC.5 RAI f 5 P ] - SYSTEM DEMAND = - G P M AT PSI ~I SLOPE ~ m DI O I 'T I -ion O 2 BI O Q F e • E ROOF a-AVAILr2LESUPPLY=-G.PMAT-_FSi BELOW ~ O ry v 11 ~u Z•- 00, UNIT 5 ~T - I ^ T q TER FFIGE m _ i - zoo ROOF, If UNIT I15 U T 14 UNIT 12 - EATER 5' 6' I BELOW PTAG UNITS oM 4 - . (iYP). SEE L r " MEP DW6'S. Y L - _ L. J 01 I 1 DATE No, FT ~ ~J r DI e 69MflOL -J_ J.u OPVI4E~' _ _ AI YO 4 Tt + 9 `P _ PENNENT 6VAINKILEN~ 4 L~~ n B A m - - ~ ~ ~ ~ UPRIaHY SPflINIQEN r H TMP O J C q r , - 6NEWI4L_6PNINNILEF~V `L /IYI~ - - N M H N H A - O 4 I I r !&W _ Q TMP m _ I TOTAL .w...... o.~.M.~~'~w..-.ww.... .~.•w~'n~mn ~mMrtn, w~rrim~.ar.~rv~~...wv~~.~~wwn.ur.~n.mmmm+u~ Io ~ 1L11 u 1 111 - - - - - - - - - ' O O ,f~1.0.IM1/W Plumbing • Fire Sprinkler • He:lting `~~fafi.0 Air Conditioning rart I IlLL= rl lowalere ealaaex - - - - ~ ao sun - G,.u a05EA CLIPr AY 12 EAV (SV0~ 671-Ja]e 41.6NCDVL,NX 11!I4a 'h nM SA--N WC'~TE WITH N'F'rTA #13 N~, (EREDA C SANTORINI BEACH' ~~5 \Q G~{pRLE C RESORT WAGE It 3800 DUCK POND ROAD ai CU7 CUTCHOOUE. NEW YORK 11935 Dws. No- N °27529 - BATHROOM WALL5 d. GEILING. REFLAGE WITH MOLD RE515TANT SEE DETAIL 5/A5-4. FOR CEILING 2 GYF. 5D. USE CEMENT 50ARD AT ALL SEFERATION A55EM5LY IN DWELLING UNITS - - - - TILE%" SHOWER 5URROUNDIN65. SEE SPECS. UL # L514. SEE DETAIL 9 A5-4.. SEE 5PEC5. 2- 4. REMOVE -1 ^"TING KITCHENETTE (AND 15. REMCVc EXI5'1 iigs DOOR # FRAME DE DECK ABOVE pp OVEN.`: ;4 APFL„IGABLE) IN UNITS. 6 10 ON FIRST F„ILOR G NIVA III i 2RIB_ G KI L-~>- PTAG NOTE_ LOGATP PTAC'S UNDER SPRINHL CR N'OT17S WINDOWS UNLE55 OTHERWISE V~ 4 n LIN-IIRE DESIGN AND INS'I' AL6.AI 10>110 CONFORM' 10 NJ 'I'4'N 21111E 1;01"I LOS 5 IMF IFS - y Il,l INDICATED OR FIELD 2 BITI,Q4$G, TO BE FULLY SPRiNRLLRRD.AS Now, TSI W N" 7F CONDITIONS DIGT,47E . EXIST. DECK 200 :IST. DECK I OSYSTEM IQ NLY U1,41A1IM ATE IALI10 BE USEDI'Uli 2 HOI:RS 5. R7- R -t~ `lQ ,v IawO - ;p OTHERWISE. PROVIDE OPENING A - AND NEW LINTEL AS REQUIRED. VW- ~^1G'~} S 104 IN 01 IA FOR q SVRINKI.ERS PER n Y9 ,'1W 15~ F. Ali, 4ALVES IU BL IDLNLTIPIED AS PFR SKCI ION O], 1] IT 3S UNIT 3°I E- VERIFY IN FIELD. U I DRAIN AG E PER SP C 1' ION N I SP M AlI, I ANGERS TO BL INSTALLED LAS PER SECTION `11,9 1 ALL, SET' [IONS ® IT 58 9 TEMPRR.A"TURF OF SPR INKLERS AS PRRSECIION R; 2 M III, INbASNNL51'ACNG OFfiPRINKLC:RS ~.'ZGa SQ IT II NRIDE'PARTMENT CONNECTION ASPER SECT ION 6H 6. R IIII,, 11 --l.nS I Z, PIPE SILINTi AS PEk I IYDRAl161C CIALCUU.A rIONS 71 II UNDERGROUND TP BE FLUSHED PRIOR TO CODDEC'I'ION OF &V Sl'EM PIPIIVO NPPA IIG IB. ALL RRQUIRFDSIGNS TO RE PROVIDED R. FI WI S, SPRINKLER HEADS SHALL BE. INSTALLED AS REQUIRE D, BRING OF SIDE\V \1 I, -0^ I_ FDA 6-6.1 I 11 PEN IAN'T'.OR IIPRIG'IfC ALL PIPING, DItANC'fIF.S E'IC. SILALI. BL INSTAALLED WHE.RELVI:RPOS,SIBLE, PIPING CAN DRAM TOROUGH TFIE MASS WHERE "IIIISN 51 NOT POSSIBLE PIPING SHALL BE FROVIDFD W I R PLAIDED It 11 iNG,9 "r01'ERNII DR,NMAG'E 16, T_001 _S AND SPARE HEd_DS 'I. NE I W I1 J r -I 1 A N ~ M N f4 y A STOCK DE SPARE I HEADS SHALT. BE NIAMTA NED ON P1i4\RS SPARI-SPRINFiARS SHALL INCLUDE ALL T'PES AND RAl ING'S INSTALLED V PIN. AND FITTINGS, ' b WI r- TIh PpAH' r } ~p 4 I'q > DRY 5RAOE' D Lip r BRANCH LINES WILL BE SCHEDULED 40 I'FPEWrH1 6:1 I'ITTMGS TIMFw,R7F,.+H L KI CROSSMAMS WILL RE SCHEDULED 1,0 PIPE WITH GIIDOVCS 1 8. Rf "MY 5FACrI [TRAIN 14 THE ENTIRE SYSTEM SHALL BE T ESTED I O'D12D51,RICAM Y FOR NDI LL SS THAN 2u0 ~1 r w COLOR: CEVAR WLOR,6EPAR(TYf PSCFORATLEAST'HOUR.SWill[ ALOSS OPNUTMORETRAN2PSI ILFLNI1RF. OVERHE P SYSTEM SHALL, BE C'NEChED TO MAKE SORE THERE ARE NO LEAKS, '!UNIT-B T H1 m _ Al r"~ 4 1r 14 AI,\TERI, LI'D BE MCLKIIDED ON HYDRAULIC DA' IA NAMEPLATE WILL BE PROI'IDLD AS SP17CIFILD BY NFPA If li, ti O : REMOVE EXISTIN6 A/C 0'D '1 w UNITS € OL05E OPENING m CL I y ~,~I 2P, FIRE DEPARTMENT C'UFINEC`NON. ON APPROVED AU"I'ONIKI'IC RALI. DRIP W ILL IF, IRS CALLED PER NJ PA 111 3 p WITH MAT'GHIN6 'ONST. S Wi U 21 UNDERGROUND PIPING INCLUDING WHERE IT EN rERS THE BUILDING' _ BF Al - - r - - - --r- ' w AI - M. C OF EXIST. WALL (TYP) N ID110JOIED AS l HANST BLDCkING' FIFD .1 NPGI "I PERTAINING -1. RODDMO C'LAI J,NOT ,ND SIC 4 I 22 I MA "F IS 10 BE MAINLVNND BY TENANT AT A NI NINNIM TEMPERATURC OP lin AT 10. RE e n i 1C ,1yW-A- ALL TIMES, M ALL AREAS, W HERB SPRINKLER HEADS .AND PIPING ARE INSTALLED, '_i ( 'ONTRACTORS'NATO ERIAL AND TESI'CER"I FKATC FOR A BOVE.AND B F:LO Ol OR S DL { a ~ PIPE SHALL BE SUBMITTED TO TIRE MARSHALL PRIOR IO AP PRUI';LL OF 'I HE 7f INONALbM1T1ON 24 STRFE'F AD\M IS CIRCULKFMG. T 3(o IT 36~ra r ~I SIDE WALL SPRINKLERS ARE LISTLD FOR ORDINARY HAZARD OCC UP.ANCIES 26. HHURAUL1C NAME PLACE CARD WILL RE INSTALLED ON THE RISER 2~v f --"lp ' REMOVE ' REMOVE 2]-~. +Ik1~RVB'PBM9T\RF•L-FBF'M'tf.ME3PM'ttMJFfNYY4CF.F1>'Pf"RSEITIDI'rAT•- I1 Y _ i Y EaclarlN6 77777777, rZAPTING - " ^RE@NC+6p,t4RFiM9RF11EeFrPbIR-FI!v:TV}]-FrH}ry'fyPhlBt^P- B r ~ m Rr+ ~ uylov RAILINGS 'RAILIN65 ^ c CA 2IY IA. ''REn i1 ,tl 1BA: - _ -wH'~ ' c ~ U 1411T 55~ J' IT 3FS M I I I I I I 412 PId. II~ " UP A AI m T 1 .Q i u LI l Coil 70 VF i REMOVE EX6TIN6 STAIR REMOVE EXI°TING ~55P~ILy-~-_ II REMOVE EX157 :Q € RAILINGS. REPLACE C RAILINGS. REPLACE I~,~ E REMO`?E EMI: WITH NEA STAIR € WITH MEW STAIR € to € RAIKEA F E~~1 RAIII_IN6r:K RI DECK RAILING RAILIN6 - .~,I 'O WITH NEW 5T1 V41TH NeA STAI _Y, ~R~AI'LIN6 ABOVE AY TD AIR 41 Gd RAILING 3~~ SIT !54 ~ T 3'4 MAH ANGC CFNGO r Ln i rr, - n - -FIG. 126 --r - LAG BOLT lilIll VA Pon! y~ GHi,OK vA, ' a 1!1 a i. Y # $ / N - - TMREALED SIDE BEAM BRACKET ~,,11~ w~yNU/r I J ~ a, aL4s52J~~~I1'u. / y /~I I T,-4 M - - - --Q X4 FIG. l00 M, Q,„ f 0#0N1 n Q ~l ALL THREAD ROD TMIP J~ ~I L GI~ F'Y'r~'~ AL.;ePSTABLE RING H,+.NGER KIT y` 1 ersrte O~ ~JAG 1 - `o"'' SYE I _ ~~Im: ns, ,,a orsr~_ ~nyn•~W' ~ _ ~ I' , s e lei ASI6.A,T pYSy=m mm w nrcpon qn ay BiPe,y,l~, i9B ~Pe~ ~ l"NVeyw/ P1O 1T3,READED SIDE B~6AM BRACKET, ROD RING C1 dUwi PTAr W ~J Ll B aM1I m ~ L DECK - Bemoan the k!)OD ~MMTQUCTION - LOCATE PTAC'5 UNInER I4 9 WINDOW5 UNLESS OTHERWI5E , PTAC UNITS - - - WA RAILINGS/ pp r. yy,~x~-UD INDICATED OR FIELD R, u'..I "fI (TYI'J:SEE - "LAC•PEX15TING RAILIN6,G WITH BERMAFOR:CiH RAILINGS, m FA I'/1/0 GIl+ CONDITIONS D'LTATE MEP DW6'S. ANO O 1W NTH 1 er50WAIREn11IC Taslve elnPrpPEdY i - OTHER'Y415E. PROVIDE OPEN'I'NG P w I O - Tasiel eln ~qe AND NEW LINTEL A$ REQUd~RED. 96 0 ' - '^j P~/ P05TA ARE TO E 5O'UA~tE DEGK P05T5 qb 6D-(1~ m ~~tAW^ _F ! l' it u o~nlo~i~li~ ~mr•n°3.v REMOVE EXISTING VW4LL OFLNIN'- _ ,W" VERIFY IN °IELp. I~,4 F F, - r; - - Llylnn TO RECEIVE Yqi'W WINCiOW. SEE g G'F6j I"BQ~(„~ Rly~=lop 15_s91(Ip,rempve ~ns pll - WINOOw 5rHE?ULE. PROVIDE NEW S S 4 cn u n N u y 0 - I I VV -NTAL FIRE TO 0E 42"-PYRAMIA TOPg12AIM T n ARR'IER 31E~PERATION r`Q Flvg l u o nnFlnrcAnlnplWVp~dry,,n•, 6' L_INTF.. SEE 2/A4-2 ROOF + A5OVE i WALL (UL yV ^'3 SEE - P DE7HL @/A31U -4 ,„rd~'1p 3 3 q ((;W 7I .I'4 -rte a~`~, UNIT Ii,rl~ i9GphiesyepLl ouY~4' I p p:4lnR lpW„pyu Ytlgnl ~l~ to ona oPnnklgr Wesr E/]J`~ b" 9'-4" y 6' r3'-4" v 4-0" T3' 4-0' B-4' Y-0' 8'-4° -0' 4-0' 11•5' 4-0° $'^4" '-J" . '^Q" 4-q" ,41-1' r ' 1 Nlt. mi iMZa aonagc NPrn Tl0.1l J p yyntlgn.allpn.ol war r h, lhl crap ro the V~ m! ~ ~ ~ . , - n . ~ • ~~1 ~ ~ ~ I ~ s9F w;f,MPP9tf~l(9M 81NM1O~. ^ 4 Lalrwenaq,~ MpruN~a4,, pl.-yh aH pYlhC mpnnn lln2 1 . ° At 'o ~ ~KAY i~L~~ HMI'! UNIT2 a \ E" NfC IJNIi,2a , ~'.U~2 a Ih d~q ti Y ? q ~ RAISE RooF SLOPE 4 O 0 ~ AN ON LONER ROOF. 5T. DECK 1Q / 1 ' EX15T. DECK b ~"p pbb yly,~~ PTAG UNIT , - F F 110, MEP DW6'5. EE 1615. TMP r _ * 9 J c7 lr iblmYa7 u1-U 11 0 0 4 cf, No oaaE oi R rmsioia -SYMIB.OL PEIVOENr 6PR11VK^IILFTR~LV I,~J m XY~' r~'~^S_ -~L'~ - l{PRIOI}T SPRINlQEfI'" G J 'r - I' t-19 id ~Jf ~~~,A~_l h~fd I-' 4 II ~s~ = a ~j m 1 h SIDEWALL l..-1 MOV15l]1-1P ]If MBIKLHI VLG_mL71 .__c{{,.,__ ~ --f0 •,•i qw 4 R' m q RE JOVE l5. REPLACE SFAIU'F. - ~ - / TOIAL AILIN6 REPLACE 77-7"7-"":-7----- c4l AixCond libna'~ngokle rlrrtoa stingP10U I nl gr.wx.•. - F NDaw kP i O m RAILINa EXI'. w I irLm~bin Pire S r' i u MffRA~1 1u ERA CWT AVIR enoNE,(211 of raeax rAx: 01.1 12 Gi UN COVE, N,Y FyL k%fE ^ _ odEOr ~ RED Pxl ~1®iT' NPR J sal. LO'Y r,Lky,'.I: SAN7'OJ BEACH p sO a 3800 DUCK POND ROAD svnd-JI CTTJ --gjj'1 C I~ - UE, NEW YORK 1193 0)' /o &is Loa r+ ,n - ( J~ Y ~F NEW MNwtd ii SIDE OF NEW COLUMN ENCLOSURES (1YP) PERMAPORGH RAL4N5S, 'SAVAMMAH' WITH Imo"' SQW7,RE-~y~p,LLS AND FLOOR, REPLACE IN - - -'TIMIBERTEOH" DELI REPLACE WITH 5/5" TYPE •G• - 71~MBE~RTEGH" DECKING e~1 PICKETS AND DECORATIVE ARCH A5 INDIGAM. P05TA ARE TO EE SQUARE DECK P05T5 WITH, POLY- KIND. REMOVE GYP. BD. ON ` MOLD RE-515TANT &YP. BD. EACH SIDE AT WITH "DRY 5PAGE' u ll, TRY 5PA l PYRAMID TOP- RAILING IS TO BE 42'N. _ - _ _ - - f11111R.-renao Fr RAINME 5Y5TEM L-I P DOWNSPOUT (TYF) EXIST. DECK - SEE MEP DW615. FOR Sb' '-6' 6'-O' S•-0• ~i MAIN ~ Aw EXISTING COLUMN WITH PVG 51-11' S-0" STORM WATER COLUMN ENGL05URE5, PL-R4WRAP1 DETENTION DE516N - FLUTED, REGE55ED PAt~L, 61, WIDE DETAIL5 PTAG UNIT - GRV 90 ELBOW X 5'a- H16H, COLOR: WHITE. ( fYP) ITS (TYP). SEE MEP DWG'S. - ~a „ 4 PITCHED ROOF NOTE; _ ( m STRIP-EXSTIN6 ROOFIN6 TO O UNI' fl t,~ I1 Y HO.I / 9 = 4 12 5HEATHIN0. PATCH AND REPAIR D - EXISTING SHEATHING ON AN AS S l :1ECiRI1 BELL REQUIRED BASIS, REPLACE ASPHALT- 'i IV 1,0 U 5HI14OLE5 WITH ICE DAM AND SHIELD - W THROUGHOUT F ASPHALT SHINGLES TMP II . J J ~I UPI J OITMP S~ ~r'~~rr~r f ' J t r?-I~f~~INA 3X1 . _ IIIIIIII SITTING AREA NEW WINDOW WITHIN EXISTING 6 \ I'--=1 r ""VE y. ,77- ROUSH OPENING DWELLING UNIT ? TMP n ~ ~ r a tl iTEPFLY VALVE (G,O. SK ~ NEW STAIR ! RAILING. ~ o- 3 a - .1jRn y •R; 'YI/iAIdPEk SWIiCd REMOVE EXI5TIN6 A/G- UN vl `r DWELLING UNIT GEILIN6 4'-Q" HISH GUARDRAIL 5EPERATION o- @ I D UNIT5 E GLOSS OPENING 20 ASSEMBLY UL # L514 NCW PTAG UNIT 4 O cl1- UNIT- LOCATE PTAG'S UN NOTE. x WITH MATCHING GON5T. NEW PTAG UNIT OF EX15T. KALL (TYP) TE~PTAVS UNDER I 1 Q ? I _J .v m I WINDOWS UNLE55 G INDICATED OR FIEL D~yiy UNLE55 OTHERWI5A ATBD OR FIELD `C 9 m n97 k. giO T0~"1~ FROVII ITION5 DICiTATE 3 A 11,1115E. PROV'I'DE W6DEF ' H TMP a ly' rv vi NO AND MEW LINTEL SOUND ATTENUATIC ATTENUATIONOPENINS AND NSA m AS REQUIRED. D. VER SQUIRED. VERIFY IN m 1 ~,py 'p d BATT INSULATION INSULATION NEW WINDOW WITHIN EXISTING _M-A Y FIELD. vGW~ ROUGH OPENING Q ) m m r H 11'11 10.1 d. 'INS AREA TOILET m O UNIT- 4 REMOVE LEMOVE G/-Alf'ILEVER OF _ - e1 ~(p f' SED 51TTIN6 AREA Q \ n tit EXISTING :X15TINO LAILIN65 2n,"! FLOOR 1 - DECK ABG~;/E O~ l~ DWELLING UNIT LING UNIT RAILINGS . DECK ~EGK - - - - M ° UNITI I-1 NEW PTAG UNIT 4 TMP II O ( i, I ~I ~w 3 Pywe A3i5.A$(o) Syv¢{ut mecJaneuvevYya`ypuui 4 /(M 'i.n ie~ a~~ e A2-I i 'P H C1 Al sue..: - Pummel, nom avn--}y i t mm e;an~n u a g TINS REM VE 15 5T IR in R RAILING = S. fs(:;.i.':: -Q I<-~ A, m REMOVE EXI5' f !i'• jsril ~y - - - - - F RAI'LIN65. LEMOVE EXI5TIN(5 5TA RAI'LIN(55, r~sl~eaa la , renecy smoa;n eoo .Qc - v Y - 4 TMP' PI r Occoe:mle cauun - opoflo;,-msismnl m _ O EX T'I`T T-I? -I? i9~~ owlnl ol~lnv im. ngwvrom m vJt m T I I I I 1 1 1111 1 1 1 IIIIIIIIIII splpl112IIIIIIIIIII UNIT IIIIIIIIIIII IIIIIIIIIIII yl) / IIIIIIII I I I I I I I 4 r ~ ~ -p ~ ~ ~11 ~I_1 L11~ LL =FT ilm~j =6 i6!ak Q ae~~uo~ Dk,q laxV IG n~[ a7 NI Nue[em n I al'Ipp 1Wam moan aGd pW,xa wdaara PT ~wntl m,axpl ul I T ~jj TYPIGahL GROa 1 1Q' 1!J^FIC d FQ T7] i CTrT3HFU' ONMPED BY ME FIRE ALARM 6)A El lk) ,p H ITMP''ary - - 1 ` AT" EAST WINO BUILDING L,e INF" 1"L" ov, o G) J Lrl II0 I. ~I - FtJRkI$'F7't)'-&~FS<'T^~aL)?E~-BIT-,OTi-IE'RS n 1QI TMP H 49 A ,III . i PT UNIT r A m I` UPI t~~( m 1 LJ uT "i! . " K) 7 A, m -Q, - - - IEW PAIT-* RAILING 41L yip J J UNIT 1,7 _I Q EW STAIRS RTILINGZ. c~ r.. y 5-a - - . S 4 .R A TMp 01 O " 5 n; 0 UNIT TOIL, A3-1 v MEW RAIIIIII I RIK N RAILIN65, REr LAOS EXI`. ~iwz' j _ _IbP 2405~~ - ~f'~- I tr . FICKM MP DEW RNAPOROH RAIi 5A\ I ~q^y i"/ -m-- IMEI15AMP=0RA11VZAd*M 311N, DF&j6N CRIYE611A INFORMATION u , I 21_6. 5l-0. gl,-0. 3144 3141 5'-0' SCI..., B'-0' ,k ,I i- PERNAPOROH RAILS 46. 3~~, -0" 3~~e 9~~;~- ~,b• nl2-,XI`Y - y Ayi POS I T 5TA ARC TO BE MARE [ _ - 'I /'^1 f - (i t _ tt PYRAMID TOP- RAIL RAMID TOP- RAILING 15 T( _~......`~~a.r,..... , v V V V o _ p UC31 I ._,r Rt:34T1 UNIT Rv F TMP TMP _ t _ TF^1P n ~ I ~ ~ I !f < AMEA OP MPLICPTOG SO r~ K T - ---Q - - - ~ Phi, m 'f' 3-COVERAGE PER SPRI'Nriie R.~= ~_-SCrT N` OF S?RINN2.ER CALCUJ..P'":yE~U _ >•IEa.~ EE NOTE 5 UNIT -i 5 K' FACTOP, _ OR F,'CE SLE i c OCGUPANGY 96QIFiCATI0N 5LOPE UP r~ 51.OF - J-SYST 159,;NID GPM1 AT PSI I 1 I - 61 F2G ROOF k e-,,gx9AViABLE SUPPLY =_.GP V. aT _PSI R- BELOW - - - - - - - - - - - - - - l9~^ IB y.o: 5O 5C9 0 ¢a 2l0 tl0i II (P i T It 1'v aTER i OFFICE UNIT 5' - - O l00 - 04- PTAC uNIT5- UNIT"I T 14 = y UNIT 12 ROMOF, (TYP). 5EE r - - ~ ATER 5~ ~ ~ o ae MEPr 5. C f\~~ L { L I - ~I j: , (k Ulu ILI _ _ J NO RATFE tDAP T e n% i~t _ 11 N~ TT•IP NO. M1ll' RNISIOIU - - - A! Y Q - I I v SYMLiOL DEVICE PC14DENl SPRIWKLER - l1 m m °r {~°17 J i - -r OPRIpNT SPRINI(LC-R DM~} J. - - Aunldl q DrNn - H H M r III H p~ S SIOEWIAII bPNINI(LF.R r NIf+P_F.G UP GPNIfdKL.1 oElL U III l ~!~.1 Z TMI. 1"r~J III _ _ _ ~ 1 i~ n .vn.,wrnrwn..jinn.~_...-~•.........v,.........n.............. LL- plumbing r Pue sprinkler 4 It • Hr.Rling Ai ' Air C or.~Ilikioni"g C mttrNCtors 1 l_v.....~. VII a .I.. ImIll Nlppl Y' r"b, M - ~ - - - - In O O ;1,l 11 SEA ct.crrrove 10 rnaNn le~nl mA Itou SID\ CIAIR AVO. u,) Llbe FA%, `S C4LNCOVE,N3. A`T cII{wssAIM1 ez S 1. 14Ab 1, ~~E~. lox MA W TPA # 131 '%W t SANTc'-)RINI BEACH' cN ~Fs RESORT SPACE it ll~ I~C.J aS 38 3800 IyLTCIC POND ROAD CUTC CUTCI30GUI'. NEW YORK 1 .935 11- - ~ I~ut r. no, DWV.T1r 5fi Clin.]1.1 Inm:I °a75ze li?w Flgure 3-6.3.p DI Oi~wV'C OF NAM O - ArS i~ ~~d