Loading...
HomeMy WebLinkAbout40152-Z O�O0CFQt't42,_\ Town of Southold 12/21/2015 yet P.O.Box 1179 53095 Main Rd a�ja * .0;01 Southold,New York 11971 ti 1 Are' CERTIFICATE OF OCCUPANCY No: 37972 Date: 12/21/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1205 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 35.-1-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2015 pursuant to which Building Permit No. 40152 dated 10/5/2015 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: sunroom addition to an existing one family dwelling as applied for. (Cottage#1). The certificate is issued to Peconic Landmg @ Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40152 11/28/2012 PLUMBERS CERTIFICATION DATED ut orized Signature TOWN OF SOUTHOLD ,�� gOEEDI,Y�oG BUILDING DEPARTMENT y ? TOWN CLERK'S OFFICE o = SOUTHOLD, NY 1 ` ��1 � �z�" 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#: 40152 Date: 10/5/2015 Permission is hereby granted to: Peconic Landing @ Southold 1500 Brecknock Rd Greenport, NY 11944 To: Cottage #1 construct a sunroom addition to cottage #1 Tanager Lane Replaces BP# 37476 At premises located at: 1205 Route 25, Greenport SCTM # 473889 • Sec/Block/Lot# 35.-1-25 Pursuant to application dated 10/5/2015 and approved by the Building Inspector. To expire on 4/5/2017. Fees: PERMIT RENEWAL $155.00 Total: $155.00 ‘11410- • Building Inspector „ TOWN OF SOUTHOLD moo %y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o 4t SOUTHOLD, NY 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#: 37476 Date: 8/28/2012 Permission is hereby granted to: Peconic Lndng @ Southold 1500 Brecknock Rd Greenport, NY 11944 To: construct a sunroom addition to cottage #1 Tanager Lane At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 8/14/2012 and approved by the Building Inspector. To expire on 2/27/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION j2 $310.00 CO -ADDITION TO DWELLING X6:00 Total: $360.00 (MU) 155. 6° Building Inspector I Form No.6 TOWN OF SOUTIIOLD BUILDING DEPARTMENT TOWN HALL' 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent 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$25.00,Additions to dwelling$25.Q0,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. AU(. l l 20 12 New Construction: Old or Pre-existing Building: ' (check one) Location of Property: I, Th lU A&Ea u l c Ltioo l Ioh . House No. Street Hamlet • Owner or Owners of Property: 0 D LeCr S}-is LulT k Suffolk County Tax Map No 1000,Sectiones Block 6( Lot 2G Subdivision 7 '1'76 S 2� Filed Map. Lot: Permit No. 3 Date of Permit. " +�2- Applicant: X14- LIELL L C)ilk(L Health Dept.Approval: k.)(4- Underwriters Approval: Planning Board Approval: ALJ 14 / Request for: Temporary Certificate Final Certificate: V (check one) _ I Fee Submitted:$ 509'2- PI IApplicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road * ; Fax(631)765-9502 P.O.Box 1179 ' C Q roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 �O r ®lyC®UNT W," BUILDING DEPARTMENT TOWN OF SOUTHOLD n CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pitkin Address: 1 Tanger Ln City: Greenport St: NY Zip: 11944 Building Permit#: ?j I Sa Section: 35 Block 1 Lot 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Shore Power Electrical License No: 42536-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 ' Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke/co detector, 1-paddle fan Notes Inspector Signature: Date: Nov 28 2012 81-Cert Electrical Compliance Form.xls 3 7 CX.--?---- i SOp0€Tyolo\` i ,ca cv, \-3 ,., -___4-cou,f,,,tx,:::.0. ______. .. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 4NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r _: _ _/ 1- _idw , . a, 11 / 110 DATE7 jd ii2.J INSPECTOR 4. �o��OF S0(/ o�. l s_cG Q AY , it\ TOWN OF SOUTHOLD BUILDING DEPT. I 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH))6_ [ ] ELECTRICAL (FINAL) REMARKS: 7 .,2-e,Z-- ZvL,C _ DATE 1 CI /6 fl----' INSPECTOR iQ ip; 3 (1)6—t---- * *: ‘s,:t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .. cJ r F72- -rD .75-6 • DATE �. INSPECTOR ��r/ 1��,�s• SOI' '...`` CO LP ....., ' 0€ 4 t. `-a, ,.. ..,t TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [L.41AIJLATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) --4:-T- 7 REMARKS: CC ......_....„e....4, DATE ° INSPECTOR . J - - _ - 3 )W e--- �,hoy��OF S00,3,;-_, i'',' ,, o a��p' �y00UN1`I,�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : - - [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION - [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: `%A//4' / Ojfir ,,,C,/ /4,Jcip — , 1 DATE /7 // INSPECTOR Al _ „,#of * *) qdf 4/UNTO' 011 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . , FOUNDATION 1ST ] ROUGH PLDG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING/STRAPPING FH 1411 [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: h ->i &,(4)--AN 40 CA(r • DATE , r INSPECTOR ir '�o��pf SOpr�;Olo` „77- J' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE //2-0L---- INSPECTOR _J - is ' gyCOUNiV,N,�,011 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- ] FOUNDATIONIST [ ] RO f :_ PLUM G [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ -IN L ,/� [ ] FIREPLACE & CHIMNEY [ ] F •E SAFETY INSPECTIO [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE • STANT P • TION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1, P° ,,#4-t-g_/_g-c-6 772 /4 -71_)(4.,(4,),,---2,146- 4;gilc.erli„4 DATE INSPECTOR A-."-(@ Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank nee endahl.como Ir, —Th jli_o L L' \J 1, October 9, 2015 OCT 14 2015 . )J Submitted to: BuildingInspector's OfficeEiLDGDEPT P TOWN Cror:mum!) Town of Southold Project: Addition and Alterations to Cottage #1 at Peconic Landing in Greenport, 1 Tanager Lane Owners: Sheldon and Joyce Pitkin Permit # 40152 . FRAMING - STRAPPING INSPECTION Construction of the addition to the above referenced dwelling started in August 2012. I recorded in my project file that I personally inspected the footings, foundation on August 28 and framing and strapping on September 12 and 18. The depth of the footings exceed 3 feet, the strapping connections were installed as per the architect's drawings and specifications, which is also true for the framing. I herewith certify to the best of my knowledge that all work was performed as per NYS code and as per the building permit plans. i e ely, <'�®�'COI. 4'90� t Fr' nk Uellendahl, \A �+G +� x r J ®61V' Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com December 8, 2015 , Submitted to: Building Inspector's Office Town of Southold Project: Addition and Alterations to Cottage #1 at Peconic Landing in Greenport, 1 Tanager Lane Owners: Sheldon and Joyce Pitkin LETTER OF wCERTIFICAT{�1'� N Permit # 40152 FIREPLACE INSTALLATION As part of the above referenced building permit a direct top vented gas fireplace was installed: model 6000C from HEAT'N GLO. I herewith certify in my professional opinion that all work associated with the fireplace installation - including framing, electrical access and gas line access - has been installed per the manufacturers specifications and NYS code. �e'� ®.4,9 09 /// /i /1 Vaw / 1 .gym 1 Fra Uellend. I, RA \r,.-,--,,,, "___ _ ,fib, 0216 cr' _ .---1, ,,I, DEC - 82015 -• FIELD INSPECTION REPORT DATE '. ' rY 0i,, AI I I I I .1 r. G ----- y— /r/rn �� 0 t .4 I+OUND,A.TIOlaI(1ST) / 7,00;00f. 1 • • FOUNDATION'(2ND) 71 VI ,1 u • ^� . r/i/P;'-',(,/"!-- fr2A-•42 4•'''---" d 76 7 1", c1Y14-74- (VC° ' 5.. P ROUGH FRAMING& ` \ • • G tt PLUMBING jr___/ 4-- (-.�r--' l 72-,77/-', r9¢ 7 ,,/+ H • :/� . • M RI $ • O tt INSULATION n11.N.Y. H STATE ENERGY CODE HCl i" X ', 9rl/f . � C' �' 4 ; C4.4e • rpt .4...c....,.,:ere. :9 — "4----4•• FINAL , . Atli 'f - A-&4114— h-;'Ai• �/ 44. r e''_ r, - — P ct Le0 t,i„ bc k a ,0 . . , ADDITIO AL CO P4 NTS ) t 1 A 5 X71 4- 'CI� i 1 pQ too, `� ( le 1151(2.- 06 � - c'& /g/ it - f/�zk(ty fig - a(` , z 10- -15 4 '$)f6 . ©0 rpe g-79111 /-1Ji73 i3P -7-1'7416 ' }-0 -1q-is--- ec `4 cep..,-(-1 ,P cam. . , r-a.-i-� c 1QJ2,/J A c4- -fir wDH'Z • , ® 2 g . . 1' U' 1 tTOWN OF SOUTHOLD ' ' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN 1\ HLiL1t;: :i .D3 s, iif 4i 4-iD �, sscf, ;i2 ` {T 1 `ii t �'il'c, :%r•? `liq 1 Board:of1Healthti'r ,',.3 i ?t E•l,;a.F%.'.: ..,15`i+> ,!, �Y�iil �.✓ .a_G ��?1�� ��C ,f ii✓ �.� J .JY';�) :J-✓ ll.e 1 SOUTHOLD,NY11971v411sets'ofBuildingPlans.;ii,iy:° r, . TEL: (631)765-1802 Planning Board approval FAX: (631).765-9502______________ ------ ----- ---___.._-- ---- '_-._. _,:•.Survey.. e #:'i<<, '.)e,:: 1-,5bn;'`md.1 ei SoutholdTown.NorthFork.net PERMIT NO. 3 7 `(74 Check ( { t m r , , 1 :., c ;1 a ,r `it :ei '{ hcrEo�m .! , --k,t ;,< .;'t;-, -,,•1• il'',}:.?,,..'I te'C`. .fd,r�1YE.tJd iih. ?1ii5.. r:i 1 JICIii.'di. 1 °i�'! _ ,. ;t N.S.D.E C,.-, r,:,} '''rf :i:iv) C°�'i vM1:)iso`{ :rf,,i� . .f to+.>;},;i1.,,r,_ ____. ---•_-___ ._-_-__.___--__ ___-_-_--- -Trustees Flood Permit Examined-- ----• -------3 -----•i4_,2' •. .�_____. ._._.�.'';.__._________ ___-_____ ___.____._. __.-_ 11 t• /I! 1 Storm-Water Assessment Form f (rfof ,:.;1•ritc1 llnl ;'l`fi1 iiia 1:11in .‘,.•1 o Contact: w ;fJ,lFi ;; at;J no l•,.t.{i,{ "-1T'` !1Ii x{; 1)(I:.t; ;Tsi3 ,'flii)'.e,,„ , Cil P.l(�.Ur( Approved ,20� Mail to. ` " ;,. .. . fr 1 _ ___.____._ _ Disapproved a/c -_.._._......______.._______"..__..___ ,`�i:-)c1 •-,51:1'y 1E'24,511) 7'<._?'_ L.:1;1„")111 6 �ai( . ji.:,1' ,:`,.:s1-1....;',,;:s`)0 �1 6bi`•�_l' 7762-1 c, i Plioiie: Expirationyf',20LY •_ _ . 1ff�if � i.; 1i .•f 1i�i,s#1i1r: �rd11,r.PJ;J 'H '},✓,1V.1 ;ef ` '; •.1i'li r,f 'fr1 'led':s iW.1 t - ('' '. Ul if,TiN J�_ ;t i %}..I•1''Ji S:I!I; 1 :::i..IN.--):11:17.) v,-)i-Ci-f...Pi_P.';I: '',. f K5-';_n OfiliC1 1,,,.„; !, ,LUDI-iT11•:::°:-_! 'ici. '",'",,q,i:Y C1 'ii f.', ',:f 7.f.<!';:,e.1'.ir.ki r.1 i r U Ic`Prj 2. State existing use and,decupancy'of premises and intended use and occupancy of proposed constructiOn`:k5 3'J:747:73[c _, a._,_E_x.istinglise,and,Odcupandy 2_ --S IV 0,J)11 Fit ' P;'',,11-i1 ',Cy;i _ f,,,, cu , . b._ Intencled,use and_occupancy 12.-e- :::.'1 Vt --, iall RL . 0),,t,;‘`,!••-;`,:',,g' i,,,F.o0 ,',:''),/1;.-*q ----T- ;:-.:•,,,v).;, 1 .01.. )1 __ _ 3. Nature of work(check AVIiielfatiPilicable):New Building Addition Alteration . .:" -, - ,,,i. Repair -- ----- - -- - - Reidoval ' .7 Demolition) Other Work i ,p,,t -...1-,.*H,I.,•1:1 Zoo,- (Description) 4. Estiniated Cost,,---=-,--:‘, ),J;)i:JUA).1.), 1 Fee &00,1, I L'(0.*VC,/t:,;. =.- (To be paid on filiiiglhiS application) ..;-.1‘....•,-,;,,-...)) 5. If dwelling,number of dwellingunits Number of dwelling units on each floor ,. If garage,-number of-cart .,. 6. If business,commercial or mixed occupancy,specify,nature and extent of each type of use. 1 r v - ,-, --• .,... e . ',.• - • • • 21 ,.,...li:.,--,,cifl 7. Dimensions of existing structures,if any: Front 2., Rear 52:i ,- - -Repth- -. -t------ Height iu2.2.2.4-' Number_of Stories_l t - . i Dimensions of same structure with alterations or additions: Front 2- Rear 52! Depth &l„,&1 Freight',q't, ' --9 Niimberof Stories I , I 8... Diniensions of entire new construction: Front , Rear Depth Height Number of StOrieS.,,,.;:-!.:‘, I Y I 9. I'Size-oftot:-Frohti- t-i- `A.-,'D ci! :••••;'i irl -31:" lea' Delitly!;)3i: 0_,, ::d"vi `e";WI 0, _11HitTz ; c.1 z); 111*';-i', i:i ..:.',...,f..-*r ,e,tIni,". 1J ;.-1'..'' 10.Date'Of P4CliaSe20-14'2.6T/22-" ';''N' atrie''of Fifilinef Oiiritei'' ij"''''.''' ''4', '''''). ', ' ''.0'x',"-u' ',,iJfii-).(-)il, it-i•--; .).-d'i .(1 ....-,-,:li3,--,,-,1, • 0.•., ,,,,.,t4, lii„).-,•:,., ,,,:c :i j'?'-irw.,,,,.',-(1.. v ifii 4r; •) .,i;'%4_1(0- ,, _,._: Iv,[ , .1c,„:1,,,i,,I,,,o.,,,t,,, ;:i.j.; ,,,,_I ir; ,„,1.-70 A tow J.,11--i: 11,Zone or,usc, district'iti Whidli,itientiei aid:situated, . • ..;,,-,•.,, i: 4c.);), ...e.... 4i:i-icv. . .i.i sA- 1 :.,c..t‘t .!.:,,.!:.),,a,...e r: :-.)4.,. f r,:J.! :‘,. .:,1-.7,4?:"1.,i ,',:,11,ii.it-4 ,;:l., ro.:',.3'wrq ' •'.', it-r '1:••''''/' 0'; I,Hq-3 •r-' •,•,'‘`Y.'^:L.:.Ai.i..1();:;•1'3;r311!"; flur: •,.' ‘;'3".3•','!''''' --,;7'fr-, :.;, 12. Dops,prpposed,ponsprudOpnyiolate any.., onting,14w,"irdmande or regnlatIon?Vi' * , )NO. , ,:.•.•r i, .,,i , ,:, . ic.:. .,.,.:„;ACI1-1,..) >.f.-.. ::•--), ,•Pi 13. Will lot be le:-graded?p,YES 1 f,il; N. Q-,,, ,..,WilljqxcqssItlillbe,renloyecl from premises?,YES--. „,•;NO ..n.1 -;,: ';.2,-:,:.-,Ur. •. e...,.1',.. ,,.::.>, ,..01. I ,..r.: .hilba...t$1,4 ‘...,:...i.l._:. •)14 is 1a .1 u..1„.,(„.k0Itit3Sii_ h ff,lit.:„ 14.Narnes,OfOwnei of premisea Li-Ka- , i .'.-rNI . 3i'.ii)L',Address 1-i Ow.cgeoiti.,:tlirPhone,,,No•.AlOt n-J-(5/a ti' ,DO3r Name of Architect e----it .. •_, -e d AiddresSA?013all6-11f:-84-efi viPhone No;,a) 124; Naiiiei.of confradt6iftaLcei kw...•.,i 3;-i '..,r( t 101. t'V, .,6kiddr-dis-..„,,,;:-.i i,,72, ..)st; -3.: . f.1,-P;i',/i 4iffaiii Ned 01.: , .• .'6... i ';I'Ci ,Ilrj iti3e.")1.)111,, ,.13i, : ii.)3/1,,,,iftl;r..4:2) .ir,,T,Itric' ,3...,!0,431.71;:e.': i 0 t'r.r0 i `,";1:,1 1;') .r.,,..:1;Lnitylni :JuoN,f,,Qiiii,;iili - i•-. . ,•,,-,,,,•,_--i Hi,--• .., --)Ft, ,•-t i., --r-, --;'• ; ,1-•:-11-- ' ••• • ''-' , • - ' '' c l'' 15 a. Ig-tluS'property vVitinti rop fedt ofa tidal.Wdtland or:a freiliwitdi Wet1 and7,*11ES ''' '' 'NO'A''''' fil-:f-Pi 'cl"(17"j"11151 * IF\'E§,'8OurHoilitdwiT Itt§}itts tel)1'-..t.-.1iiERMitt'MAY'i30001iRtij!'' 'o'o'''''' "' -''''''q!',..','"?''.11.qqi•'• b.Is this property within 300 feet of a tidal wetiii-6".0VE ". -'1146 .' ':- ' ' `‘ '''"" * IF YES,D.E.C. PERMITS MAY BE REQUIRED. , . •,,,.,, ;;101,,,,z,),,_,,p..,-_-,:-..,11 ....(., ;'•,r-,,,,1 3: '...-....PrV• !cr-,';41'..;:.,:_''.,3 , 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.Ifeldvatiitiifatffiy-.4iiiiiit,-On;p-rditiditY-iS--af rOledt or below,must provide topographical data on survey. 18:Are,there3 aurcoyenantslandirestrioions with,respecitp.:this,prtwerty7r!,,YAS,-.-,---..i -.•.,Att:•,11,i/ * IF YES,PROVIDE A COPY. ' . , _. STATEOF NEW YORIK) , 1.e_ SS: • ' - T " ' . ., IT-CH.if.;'/T.:i 10 "'•triff; 10 , couNry oF )411' ) ,, -, , • r o• -•1 ' I t, `..y.--F) I '- :r'1 .%(., '51 (1:' 5(1) 110:'A) . ' k (A ellem d6d4( IV"''ii being'dilly sworn,deposes and says thal0)he is the appliChru (Name of individual signing contract)above named, 1---------- ---------- -;-- -7-------- --- ---:- ---,--.--,-- -- --,-- ------ --- : )10"';'tCONISilelit.)BUNbliiR '-‘.0i,it;'-'1 I (S)He is the ATG(AA -C-C Notary Public,State of New York No.011:W61850SO . (Contractor,Agent,Corporate_Officer,etc.) - - -Qualified in-Suffolk teUrity.5'-/jil ‘41.•-•:"t;:i Commission Expires April 14au!/ .0•rJ,..1,;-(:!!':'I. of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this,application;i that all statements contained in this application are true to the best of his knowledge and belief;and thatthprkwiltIn:ii .-.--:„.i,j(,) performed in the manner set forth in the application filed therewith. . 1 iLi.,v ,. (-_,4-.F.1 b'r.,-,k,,,,lifiti il -i- " ric, Lif.r.,i".ir, ‘loii0.1 ,I Sworn to before me this ' . , -1 1.-itii --day-of At.I.T.A4(---- -,-20 j/L__...------ - - -1---- --------------------- ' - - ' ' -,--- --------7'7-7 --7,-;---;; . - , • , - ' ,ikill ' l'11.}iii -2i.? • firp (\_ &t(IN r` --e _L I ejL I ! --- --- -------Notary-PublW'- ---- -- ---- -- -- :rg-'115--- --- --- -Si Jo aiti'reeof4Pfidant'vl '1- '' xf•i `''-°'''')?' . .. . . ,.. . ... °,it Town of Southold - Chapter 236 - Stormwater Management x `-' 43: SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT.NAME: Owner-Agent-Consultant-Contractor orOther(Circle One) Property oW R:(ifDifferentthanApplicant) ?01/r k U6iwl wda'ljl /� SCE _� ez -- ` ,—/-- /.C) Address: g2di3 3�6%/ wx)p r,�T (!�1 � : / 7-'4.1"-e/- ii, �Li�oft,Ofr Telephone tkq�..ex; zit, Telephone/kg/I)' [� Fax E-MaiL` k !O/641/at ller,da/. CMAi! E-Mail: 7 Properly Address: jtil r r!/v/ ! 9-ram pri / mtion of Construction Activity,Proposed Structural BM's,Soil on BMPs,Project Scope and/or Sequence of Construction Activity s.C.T.M.a 1000 35 ( 25 (Provide Addeimal Pages as Needed) Dnstrict Section Week Let Name of Contractor andlor Contact Person Responsible for Implementation of SWPPP: C 4 d i4 / ` U-de/N z 'es UAJ,, J /7Tov Address: .6( e(.4 e./ GT-Peg 7—,4)T //g4( _'11'__. v__._ = C.(71-11:t/ E Telephone tpp_3.67 I Faxlk "all: 4/G/i46/° iq /i y.e. ef 7g 1=1.0 - 1EPLI)-G� Name of Persons Responsible for tnsfallatlon&Maintenance of Erosion Control Practice: Address: Telephone a Fax tk E-Mail: Total Area of Al Total Area of Land Clearing Project Parcels: anger Ground Dishrbance: (SFJAaes) (SF.Miss) Project Duration: Start End (Anticipated) 3 !/4e.vz. Date:4/3/ Date: ////5//2- (WonberorCame:rears) Will this Project Disturbs five(5)or More Acres at ri Any One Time During the Proposed Development? Yes ///No If YES:Please Answer the Following! ,k/`,4 a. Does the Applicant have a Qualified Inst r7r--1 Staff To Conduct the Required Inspections? Yes . - b. Does the SWPPP Indicate How Frequently the Site r-i No t List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No ,_ c. Does the SWPPP Adequately Identify Alf Temporary, ri and/or Permanent Soil Stabalizatlon Measures? Yes No - d. Does the SWPPP Adequately Identify a Complete i i r i Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific r-1 r-1 Practices that Will be Utilized to Protect Water Quality? Yes No _ ___ _ ___ f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake.Creek,Bay.Pond.Sound,Freshxratcr Wetland...) Of Intent and SWPPP Acceptance Form for Review (—i 1-1 by the Town of Southold? Yes No ____ CONNIE D. '•UNc_y.-_-__.-___._____--__ -Aictcry Piitf° , 'IA,a Pour r Yuri, STATE.OF NEW YORK, No.01 BU6185050 COUNTY OF.1.74/42.1e ....SS Qualified in Suffolk County iw /� 6/ , �,/a / Commission Expires April 14,20) , That I, %�G / l 7 f f�.l.(............being duly sworn,deposes and says that he/she is the applicant for Permit; (Name of Individual signing� Demur) And that he/she is the . . ."t fl. .......r (Owner.Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 here . Sworn tobeforeme this; LL / ....//4 ..... _dayof.. (......._...._..,20.1 1// !J. Notary Public: CrYN ` LLA-61. 0 i`i j i (Signature of Applicant) -,,,- ------- ,0 ///I1?eut"d-PI)D. .0 1.... . , s e) I WI- i./--fi5 Town Hall Annex ' 41%; ` 2 � • •�� -• � Telephone(631)765-1802 54375 Main Road x(631)765-g95�2� P.O.Box 1179 ��' rogerricherttOwn.SouthO .ny.Us Southold,NY 11971-0959 L`e �'` ����� _ �_ GO��nn� i `�Cunl►ti 011 BUILDING DEPARTMENT ' TOWN OF SOOLD - APPLICATION FOR ELECTRICAL INSPECTION _ • REQUESTED BY: /Vi I//4 ji c J Date: /6/9//4 Company Name: Si1ore PaA/fr 77ecirr ct/ 69,-7/7-4.c./-/,,y. 9,-7/rte r,,y. ,� c . • Name: / ILL0i�t 7)/� ?f ca - - License No.: q; j--3 6/t/E Address: /01 rrc1,ve/� iZZ (42-/- c2 C&nc / a-,ria x/ /193 Phone No.: 6?, 3 gam.- 4(0,1--7 JOBSITE INFORMATION: (*Indicates required information) *Name: oy.- Z 1-4->fl/ *Address: / Ta a-q,er-- Li✓ re e-41?0,r - ivy I p y(--/ r *Cross Street: FCCon FCC ,c ct-i:e?y *Phone No.: (?io.) e2i3 — yo 93 Permit No.: 3 -) 44? 6 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - (A/1;-7,7). 0-A 6-c0,^-, 2X 7i-c-✓t f ia (Please Circle All That Apply) *Is job ready for inspection: Y NO -ou•h 1 Final *Do-you.need a Temp Certificate: YES/fit - Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 ' 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION B2-Request for Inspection Form Southold Town Building Department moo'SC2r ,, P.O.Box 1179 Permit#: 37476 y� 53095 Main Rd ct 0 g ' Southold,New York 11971 Permit Date: 8/28/2012 0�-=--:¢ (631)7654802 Expiration Date: 2/27/2014 � '� Parcel ID: 35.4-25 BUILDING PERMIT RENEWAL LETTER Dated: 4/20/2015 Applicant: Peconic Lndng @ Southold Location: 1205 Route 25, Greenport Work Description: RESIDENTIAL ADDITION Cottage#1 construct a sunroom addition to cottage#1 Tanager Lane A FEE OF $155.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Peconic Lndng @ Southold Address: 1500 Brecknock Rd Greenport,NY 11944 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. PECONIC jr ,fr - , 41 / lANDING Site . ,-- , ,dr , /.. . , _,,,,.„.,,,,„....,,,,,,„„„,,,..„„_.,,,,,,,,,.,,,-„,:,,,,,,,,,,,--&i,,FA,u51.3,,,,,,,,,,...„,,,,,,,,▪ ,„,,,„,,,,„,,,,,,„...,,,,,,,-,,,--,,,,,,,,fr-,,,,,,1-,.;s4-•;;;',-,('-.11,'-',X,'4."- --'4'4", -.4-;,..tt,',..---,,i--....',„'..v.i.c,:v-,--“--;;;Nr-,:‘,..---;:„.-s-..4.7c-f-1:4$1!-a,--4,s4e-.."5"i;.1%-?,'-c,ch------4v..-.74,,,,,o-c -y,c...;cz,..,4,0 .--5.y.np.,,-.N.e-.-„,--,,,,,,,,,,,,,-;,,$-:,..,-„.,,,,L...--,-,:„..sr:,-,..1,g,„...,..,.....:,;_,,,.,,,,,f,v!,‘„...,,,,kc,„•,:c,...r,k.c...;,,,,,,,(;_„,,,,.,i,,,„--„t„,,-...L.„.„,,,,,,,,, ..,,,„c ,,,.,, _,....,„...,;‘,„,„,,,,,,...„,,,,,,,,,,,,,,,,..\c,,,,,„,....,,,,,,,..c..,-,,,,,-,,,,,,,,,,,,,,,,„-;:c-cc.:.„---,,,..c,....,,,,,Q„--v.c.„-g.,..-J-c.5.4 ,,c,-,,-,----_--Jo------ -4 ----- • 4-4,--- --- , -‘• :., - -----' ,,;;.- -•,-f • , --.1,•', ,:;',....-5'' , -• '-,*i---' „t*--411' - ' ••-...411, .—c,c-c,c.tet,,,,r. Long Island Sound . ,--,‘,?-g-; ....„- . ,,,„..,„. „, ,,f, 1 kt, * , 1 I'.,-5. 7: ''' " 6'. i,' 4- ,. .'--itiV4 -- -.. 6 ,.fc.' ''''7 11,la:FA:.eg,:,,-. / F 1-4,0 -,_, , --„,---- E •,-, - :04,•..,4, ' ' ,•i " ''4' ' 'IP oco) r %tat4 29 :', .',,1"-,'--, --.0--th,2;e: • " ri 1-',1 ' -'''' ,.0-,,2 „ 't.,' ..6,,,,6,rcili4.!,...,,,:',:, kl-r,q.444%esil-; ,L-'• '1907; ze_67-t-', V-.,1, , c --eci4 - . ,-. .;',', cc 11,zi tAIG ', '4.':',,k x 4 1 i4N.- .1 - '•:`,4'. ' ''.-=*1111 '"' co 0 ',.- 1,,, lgr.,-4 -,,,,,,,, taa 4W 0 „- fr Z../1,- '' " Ot' 10 11 4# - ' . 4 - ,_ - . _ .... .,_, -.„-- 0 ,„..., e,-• FA,....4 1 ii.1 \.....,,,, /I It t At • ,,A ,4&. V ' ,14 , .4-. , , vot,,, Ni.:r,tt'V' 4 */ ' -• - --'- ,,r.-1'''':' A4; -`1': is-V.LW;4r-i'46..i. :4 4 t''ir,• ,.„ . , ,tz-•;;s44..t.,-44 . . .. r ss% .4'e,s „._4114, 0 ta) A v.„,,,, 4, -4.•1,- , 1 ' z:,,t- v, ,q.., ---,,- w. -6 . -, - „ e,(9 p 4'..• 1..4 • fta '''' ' '..'1'4-i„..-.0, 0 3- '';;Ai.;"-•- ..--- -,- , t--40,-:- '44' 62 ..„ 6,..-00- .-----:-” - • • e-j- 0 ,4 . .;- — 'i4 116,1 ,,IP.,__ 5i. 'I " 1 -.4.-c., Ail ,:l .7,..24ie , fa '41—„,,At,,,,cs;'• 4.; ,'- i , "kiti,A,o„ 4,' -7 m "'"' 431;f:r-As. .. .. -- .,4w,,,-,,5",`v ;$,`- - •'% 4 ;'! n. 1I,1,s 1-''-1-/,'P,r.•4A1t161cY •''i ,43,x7-1. - A.'4.- • o,i Bsk.-.-,_ .06 'A'--,.• . -.- ' IA- ,*, ' ---;-, -;.%, Air.. 0 - ,:' or Itc.,,,,, ,..,,Isi 0,,, ifvf.E.1,-,!' d :, -- I . . -. ,.... A, 1 Le, • 1111 M a 4-.„..„ ,-,-,...c..) - 4 • ,c.-,‘ ,•, „.. , ., - --' .....-• m4,`• • •,„_..'4,,x1 -''', - —..,• '‘,- ' ' '''`-- 1)''''' --,-.8 8*k 118 ,,,,- ,..;t,-.42--,6t, '-' ' ' Public/ '41'44' 'll'''' '''r - - , s.S'I-- .\N - - ,.„''..-;•:,,,C4 - r;04.-. i _, ' Or. Semi-Private e_,„.,...,;;,_•,, - #:• -,1,4- ,i, ... _,, ,„-, _,,,,-. Golf Course .p,-. - .... - . , ,, • w‘--1/49 L,AVA) A A 71 gik "0.5:1-1 1.. . , ,;.4-114,ytt.$ . r, ,,,•-r6.4•.-L., -..- A ..-`, t ' ' , P = --_ -', ,-,7.- '-f`; '4,,e-A..4- e,..4',•,,,z,,, , .. . ., 491 ,,AJ,--,,:„. i.,A,c .4,1---i „i, 7-\;;,...1,i .'," - , ?.,:',z;,,t, e ,,I. f ,es,:12,,, cf.-4-q,:v,,, _, - .._,.-0,-- _ ,. _ „.,,,_,. , k-a 1 ----= l'''''.1.'.i. '';'' , ''%4 • •„•,,g oft ,--, „i• ----,till:" 4 , 0"40•;',. .--egiv•,--. ,474 , , •, - 4, ,,"•-;---- --- , 4,W' ..4.--,c _-_-tt,. .,,, , r • ..44,,A..; : ,11. r:- $ f '''''" ..••'.?„..!t-"' ",-,. .,,---" __ s.A ,i ,, t >A - 144,;(:.-:,, ,,,..: 9-,. g *, 'r 0 ab, ..".'i- '%12,?5,4gLA _, 9, , .-, -..86.: - _ , ,.. ,- -.• V4,c.',- ,r-,,::yvli-,-4&::. 'g,,,v,. ',- :.',. -' i„',r,,.‘'',,,,,- ..,,V,v7,1'-• ',, k',. 1, • „- --r!f Cottages i „I, c.-46.3-,tecc.A'-, -,c,--' , .'-•,"•'• ., -,gi.,,,•'-'4,* , - - - .,- ;,-"_-.1...t.c. •• _ i .. ... s,,,,p1,1:‘1,, ,,,,, .__ .„_ __ ,,,_ . ,. .,_. - ._a'4'' -4'-AA .f.' `1, . . '.1• .4.7,4,,4 ' -.-- ..----,---, k'te'' 1,. s'4'4.4 '?.., .'.... cA, i;c1 Corchaug 44,v° -,W--',:i --,-11.',.,- - --.7.•-kc,• 1 MI-'. .,„*.- !..'''- ,- .."----t•-, - %.*-: -,, i 1 -7-,t,/§4' t,- ''e,it,..- , • ' ' ',” ,Int , . . .,..; s ,i-c. ••ief--- •:- ,,„,,,t •',.p:'„_-,4 ,Y•g•,-, .v I •„--. ,•.-,,m-- ,.„,,,,„,,,I., 4 ,, .A._ ,• --4, -i- ' •-e :44,V2,,,-,-,---,..1„.4.-,,,. ‘. Hermitage a Oyster Pond •-',:-e---..-:,..*L.,z.a-1 ,,,,,,,,,cia,--‘). -ft,i% -j,o-VtiOtty*.e , ' ',i--sz,-;. em :. vv,..V-4,---,;,,,:-...,virl- _ _........_ _ --1.------- ' ' •Act.c.lk...„4,_ _, , icNV,-,„ 44:"Bre.e..Knocc ,- - '.-- -'. -4'.7,!,-- 1L ,,,p, - , •'"-'4:., V-'i,s,„', .-.:,, --i'.:,ii,,4i,,, ,,,;;z3,tt. .,--0,.:;, Apartments -.--ri--'',V . ,1*-5,,-.:,.:.-k- , :,'t---4,,,,,t.-Z----•).',.i-74.-;_,- ,:-,:,1-----c.11:444j, ,, --...,, ,,..-\.1: ,, -4Kixt4Wt,:, _ • • ,-•4,,v.,.4 ..,,,,,,-4-gez-e,"c7. -;'''','V Cornmtinity/HealthCenter,,. ,,,r,5;),!"----54' „'",-*-0,*-t- .44.4 ' .4. _ . *\ .,1 7 • . , ute25 , . . , - Ro - - -, 0 100 500 1000 FT . _ . _ isii g I, Peconic Landing . 1500 Brecknock Road .. Greenport, NY 11944 CI' ' on.vot (63n 477-3800 . Toll Free (888) 273-2664 • www neennielandina nra 4 Generated by REScheck-Web Software -Y` Compliance Certificate Project Title: THE PITKIN RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1 TANAGER LANE AT PECONIC LANDING FRANK UELLENDAHL,ARCHITECT GREENPORT,New York 11944 Com IIaf10E S a 44,,,f'44"--,41,1-44:t,------ ,' r— x <. ri F Compliance:0.7%Better Than Code Maximum UA:134 Your UA:133 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling:Cathedral 277 30.0 0.0 8 Skylight:Wood Frame,2 Pane w/Low-E 29 0.420 12 Wall:Wood Frame,16in.o.c. 665 13.0 0.0 41 Window:Wood Frame,2 Pane w/Low-E 114 0.340 39 Door:Glass 47 0.320 15 Floor.All-Wood Joist/Truss Over Uncond.Space 277 13.0 0.0 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations subm' :d with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Cod- qu'rements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I / >> 1 eTrai4L U cU.ou mkt T-14 & 1 l I I2. Name-Title ,` Rs1)14/90 Signature Date NO UELL4t-A, "k, • ,.. 021 . • OF NE'$ • AO Y'Y. . Generated by REScheck-Web Software Y Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Cathedral,R-30.0 cavity insulation nn Comments: U P(Q-RV t K. Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-13.0 cavity inssygnn Comments: ``1"/1 no 2_ v 2 Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No - -Comments: Skylights: ❑ Skylight:Wood Frame,2 Pane w/Low-E,U-factor.0.420 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door.Glass,U-factor.0.320 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-13.0 cavity insulation Comments: 012 a'(7-R l:E rW Z-« Floor Insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Li Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air bamer is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: u Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windhws and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: O Materials and equipment are installed in accordance with the manufacturer's Installation instructions. ® Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: O Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. o All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). o Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm Per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than�r equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less then or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: • Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. • Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. O For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: o Circulating service hot water pipes are insulated to R-2. Li Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. - - - - •Heating and Cooling Piping Insulation: D HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated,to R-3. Swimming Pools: O Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. u Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: O A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: O Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: ® A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) 2010 New York Energy Conservatio Construction `• Certificaty Insulation Rating R-Value Ceiling/Roof 30.00 Wall 13.00 Floor/Foundation 13.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.34 Skylight 0.42 Door 0.32 NA Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater. Name: Date: Comments: ADJUSTABLE SHELF == - ADJUSTABLE SHELVES =- _ TV SCREEN42" =- LIQUOR CABINET = , -_== - _ - co MARBLE a< e a O O a - -- O 0 • O e - - CO d- • da N a / \ 3'-5° ,4 n r k O N O CV N I i \ f . r MR-! r _ 3'-6" R.O. GRANITE HEARTH 20" LIQUOR CABINET OVER 16" ADJUSTABLE SHELVING OVER 22" BASE CABINET 22" BASE CABINET 36 1/4 5'-4" 36 1/4 DIRECT VENTED GAS FIREPLACE TOP VENTED HEAT'N GLO 6000C DETAIL FIREPLACE/BOOKCASE PITKIN RESIDENCE AT PECONIC LANDING, COTTAGE #1 GENERAL NOTES DESIGN CRITERIA: g PROPOSED SUNROOM ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. i ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. g CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH e 2. ALL LUMBER SHALL BE GRAQE STAMPED DOUGLAS FIR- SEISMIC DESIGN CATEGORY - B - a LARCH STRUCTURAL GRADE #2 OR BETTER. WEATHERING - SEVERE FROST LINE DEPTH - 36 3. ALL DIMENSIONS AND GT E CONDITIONS TO BE TERMITE - MODERATE TO HEAVY i PECONIC VERIFIED BY CONTRACTORS)PRIOR TO START OF DECAY - SLIGHTikk N CONSTRUCTION AND ORDER OF MATERIALS. ICE SHIELD UNDERLAYMENT REQUIRED - YES '0 LANDING 411111111111111111116 , 4. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE - SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER DESIGN IN ACCORDANCE WITH AMERICAN FOREST _ BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL - - M = _ _ - 1 TANAGER LN MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR 1&2- FAMILY HOUSE - _ _ _ = GREENPORT, NY ENGINEERED DESIGN METHOD. _ _ , - f 5. PROVIDE FLASHING AT ALL ROOF BREAKS, = - - CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS W ETC.. OCCLPANCY OR ARCHITECTo 6. DO NOT SCALE DRAWINGS. USE IS UNLAWFUL FRANK UELLENDAHL o P.O.BOX 316 7. DESIGN CONSULTANTS OR RECORD ARCHITECT- WITHOUT C E RT I F I I EXISTING - RG NY 11944 ENGINEER ARE NOT RESPONSIBLE FOR THE .9 TEL: 631-477 8624 THIS EC CONSTRUCTIONSPROJECTADMFEDERAALONSTATE OF OCCUPANCY PANCY L4 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE - OWNERS SHALL BETHE RESPONSIBILITY OF THE • . , , CONTRACTOR. WINDOW SCHEDULE 1 1 o SHALL? P1ILTKIN 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE - GREENPORT, NY 11944 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND TEL: 91,-f,.•� OWNER. WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE Y (� ® DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HIGH � °_ ��� g�� ��� STRENGTH .090" PVB HIGH PERFORMANCE LAMINATED GLASS. %%/y/ �, y � , W UE(4 9. ENGINEER TO BE NOTIFIED IN WRITING OF ALL o ,�, ,�, CHANGES PRIOR TO AND DURING CONSTRUCTION. THE �s o THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE , ,,,2% A �`` `�� v �e ` ate, y y`ia°s�i��.�w��� 10. ELECTRICAL AND MECHANICAL COMPONENTS TO BE LARGE MISSILE TEST OF ASTM E 1996. THE DESIGN PRESSURE Lin. `� `. . .'% r OF THE PROPOSED UNITS IS +50/-65 DP. - = M ! 1 -.: - DESIGNED AND SPECIFIED BY OTHERS. WINDOWS ARE INSULATED AND WEATHERSTRIPPED. - - E, i c m J - .� _._r iW� i`' 11. CONTRACTOR SHALL OBTAIN ALL PERMITS AND SCREENS TO BE PROVIDED, GRILLES AS PER PLAN = A �. .. ; AND OWNER. NECESSARY TO PROTECT THE ENGINEER WHITE HARDWARE —► 1 _ 11 - 11' SKYLIGHTS = VELUX PRODUCTS WITH IMPACT RESISTANT GLASS --y-- -- -_-- ------- - -- — — ------- - � � �� APPROVED AS NOTED _ - - - - l — Mark Size Description Quantity1i DATE- /'.B.P # 3 7Y7,6 W-1 FWG608OR GLIDING PATIO DOOR-no grilles 1 --> NEV < J PROPOSED ; \ 4 E W-2 TW21062 DOUBLE-HUNG WINDOW 6 FEE ,�lo BY W-3 VSE 06 VENTED SKYLIGHT, 44-3/4"X47" 2 3 NOTIFY BUILDING DE ARTMENT ^--" SWITCHED, W/ RAIN SENSOR g _Z 765-1802 8 AM TO 4 PM FOR THE _ 8 g FOLLOWING INSPECTIONS. ff 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE DRAWING SCHEDULE PROPOSED SUNROOM EXTENSION, AND GAS FIREPLACE IN LR 2. ROUGH-FRAMING,PLUMBING, 2 STRAPPING,ELECTRICAL&CAULKING _ o 3. INSULATION 4 FINAL-CONSTRUCTION&ELECTRICAL A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES MUST BE COMPLETE FOR C.O. A-2 SITE PLAN :g DATE: 08/13/2012 ALL CONSTRUCTION SHALL MEET THE A-3 FOUNDATION PLAN - DETAIL GAS FIREPLACE o W SCALE: NTS REQUIREMENTS OF THE CODES OF NEW A-4 PROPOSED FLOOR PLAN General Notes YORK STATE. NOT RESPONSIBLE FOR A-5 CROSS SECTION n Criteria DESIGN OR CONSTRUCTION ERRORS. A-6 EXISTING AND PROPOSED SOUTH ELEVATIONS BUILDING PERMIT APPLICATION Y Design RETAIN STORM WATER RUNOFF A-7 CRITICAL PATH - CONNECTORSTITLE SHEET A-8 NAILING SCHEDULE - FRAMING NOTES August 13, 2012 1. PURSUANT TO CHAPTER 2367.-,,,-, DWG. NAME OF THE TOWN CODE. ELECTRICAL FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 E o A-1 INSPECTION !REQUIRED 8c, DWG. NO 9� PROPOSED ADDITION ts 5 SUNROOM i -� r v _ I g #1 N45' PECONIC � � 1;■'�—`, L-- 111110 Ks.4-- LANDING 1 I �� Ii 1 TANAGER LN 1 P41_11 - I " GREENPORT, NY Z _�r ' ^‘ % "i o ARCHITECT It .r o �_____ J �,' „� " 62' FRANK UELLENDAHL ,, N P.O.BOX 316 1/1‘----\\111111*1° ' , GREENPORT, NY 11944 4,,,o •11‘ . g. TEL: 631-477 8624 1 OWNERS ���,, \ ,� SUNROOM ADDITION i SHALLY & JOYCE PITKIN \ � �` � � 1 TANAGER LANE �� .� �. GREENPORT, NY 11944 TE �� Y L ',.,1:-.. '093 T CC 41 IId, = �•'4''' • " ''''' "' . , ! Q 2 UI 5 1 a GRAVEL PATH 1co \\,..... \\ 2 pN OZ O BRECKNOCK ROAD _t DATE: 08/13/2012 SITE PLAN v o SCALE: NTS _g 0 SCTM# = 1000-35-01-251 52 a SITE PLAN TOWN OF SOUTHOLD o Q DWG. NAME SUFFOLK COUNTY, NEW YORK g? A-2 DWG. NO A PROPOSED LEGEND 20'-3" * SUNROOM t 5-11" ,� 8'-5" ,� 5'-11" * 2'-5" * 00 ADDITION %%%/%l EXT'G FOUNDATOIN i '%%;;%� NEW FOUNDATIONPROPOSED STONE �s ���� 8" POURED CONCRETE FOUNDATION WALL _ PATIO 1 ;`, / w.�.�. , 9 �./;% ,`.% ,\ <9, -t- 253 SF c, #1 / II' ,''I , \ 16X8 VENT CENTERED ON WALL /,I 11' / \ ;III;\ 1 PECONIC (TYP.) �; Q' 11 '// `\\' 111\\ LANDING // I I '"// 1 `\:'I 1 I, \\ - 1 TANAGER LN / ` ' GREENPORT NY / ,I I / VENTED \ 1 h„\ , r ..- N, (.,,H; / : CRAWL SPACE C \. I lb..) 5 "��,;% E. 1 ,4 ARCHITECT r � _` I 2" CONCRETE DUST COAT E W //OV&XX A/ /T/i/ •MX ,'XX : "0�A0 A//' I o o / FRANK UELLENDAHL j i o �, % o P.O.BOX 316 0 CD z o z �j GREENPORT, NY 11944 I- ' mo m / 6 TEL: 631-477 8624 00 N -S N 's � / " 0 � OWNERS PREPARE CA 30" X 30" OPENING —\ / SHALLY et JOYCE PITKIN / / FOR ACCESS TO CRAWL SPACE //- %% ��\ 0. GREENP TANArG�ER 1A44 0 AND VENTILATION / OPENING TO BE CENTERED 7 / '/ ��, \ TEL: 910-71 X093 UNDER EXISTING SLIDING DOOR % ' / \ Y 7,/71----sE51ED ii",;?' 0L ; %%/%%%%%/%%/%%/%l/%%/%%%%%%%/%%/%%/%✓% ; I!%///e///%%///%_JeL_ _ _ 01 j ��� ��_ 0 \ x ��, / I- 0,/ j I , *-8 � jl ISI 1 �\ s � * -0 o o FOUNDATION NOTES I N •a a"� 5 �, j i X4,1;� a STRENGTH = 3000 PSI AT 28 DAY ASTM / �` '-511 EXISTING / , 0 / C-94 READY MIX CONCRETE. / I l�_fit 0 c— CRAWL SPACE ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST°''' ` ON UNDISTURBED SOIL. 4 N EXT G FOOTINGS NOT SHOWN j , ALL FOOTINGS AND FOUNDATIONS SHALL BE g 0 , , 1 FORMED. 1 N gz 0 , 3'-5" j m 0,' _____. ......1 NEW FOUNDATION/CRAWL SPACE — 3 4" SUBFLOOR, NAILED AND GLUED 0 § N � ' ��I 2X10 FLOOR JOISTS 16" O.C. a / Z 6. 0 % —�— �°°•{ --- �•°■ �1� L A R-19 INSULATION 2"X6" TREATED SILL 2"j GRANITE HEARTH 6 MIL POLY VAPOE R BARRIER ON COMP, GRAVEL DATE: 08/13/2012 / a SCALE: 1/4" - 1-0 20" LIQUOR CABINET OVER 16" ADJ. SHELVING OVER 1 —4 X 8" POURED CONC. FOOTING W/ KEYWAY 22" BASE CABINET 22" BASE CABINET SILL SEAL 0 =o PROPOSED TERMITE SHIELD 3 PLAN / * 3'-0 1/4" * 5'_4^ � 3'-0 1/4" j FOUNDATION eplace DIRECT TOP VENTED GAS FIREPLACE / N DWG. NAME HEAT'N GLO 6000C FOU\DATO \ PLAN O 1 DETAIL FIREPLACE/BOOKCASE / 1 6. A-3 EN 2 DWG. NO ®¢ A PROPOSED SUNROOM ELECTRICAL LEGEND 20'-3" ,� 13'-2" ,� o ADDITION DUPLEX RECEPTACLE OUTLET ,� 5'-11" I 8'-5" I 5-11" i, 2'-5" ,i Pwp EXTERIOR DUPLEX RECEPTACLE OUTLET i I SWITCH' 2 / EXTERIOR LIGHT (2�TW21062 _ \ PROPOSED STONE Ee X SURFACE MOUNTED CEILING FAN / /7 / \ PATIO / \ v, #1 ,///�����,. PROPOSED ADDITION f a /i ,� ,/ \\\ 8 / 253 SF PECONIC i// EXISTING BUILDING % �ti // \ �iEld ti \7 / \ PROPOSED / \\'�, LANDING // , \\ SUNROOM // \\/06 /// \ CATHEDRAL CEILING / ''\\:\\ . 1 TANAGER LN //// \ 277 TILESNET SF / \\\ = GREENPORT, NY / \ / \ 1 _ / E LINE OF / J ARCHITECT J ,� -- \ \\ /l - i��• a f�I ROOF OVERHANG a FRANK UELLENDAHL TW 2852 TW 2852 \ o o I LINE OF o P.O.BOX 316 //,% / �— -- / %%/.' // / \\\ \ \\ /l h, --- Z 11,GUTTER ABOVE GREENPORT, 1944 / 538 SF VENT 5,88 SF VENT / \ \ / i t� / M�� IS I W SKYLIGHT ABOVE \ / i SKYLIGHT ABOVE II 1 N - ,� , �, _ - - L`- - - -, L� OWNERS �� EXISTING F �, 1 I i I I 14'-8" SHALLY & JOYCE PITI(IN ANE MASTER BEDROOM ' o centerline I l I I © � I 1 TANAGER 944 door I © N 1 I I W \\I\ //�' /D//p / GRTEL:P910-71319093 / 285 NET SF I VSE SO6 1.\ 1 \ I SO6 \I \ t �/ ��' • \ Fri Y \ % o = \ E GLAZED AREA REQU'D: 8% OF 285 22.80 SF _ \ Q j % L 'y GLAZED AREA PROVIDED: 31.44 SF 1i-9° - _ — :_.� �� N 'O/ I .I. /// 0 // tI h�� C� M NAT. VENTILATION REQU'D: 4% OF 285 = 11.40 SF Q III % NAT. VENTILATION PROVIDED: 17.64 SF i����� 'i I ism i%////////%/////////%%/O/%//I / � N EXISTING WINDOWS AND DOOR TO REMAIN / � _ / /I \ / % / .-.ti ". til <\ BOOKCASE / h;. ' •• .. li �� j 18'-9 1/2" i / \ / oIKitin G / EXISTING R < \N PRPROPOSED POP DVENTED EXISTING /// KITCHEN I / LIVING ROOMo 1 ///////a////////a////// // / / / D '�. DIRECT VENT j 96 NET A I 0 ;, \\S FIREPLACE MECHANICALLY VENTED/ r s 1 4'-8" I % 3'-6" • 2 \ ;.,MINE I, \\ // N / I N / 75 N / 0 JA 1R. DATE: 08/13/2012 H — — — — % g' SCALE: 1/4" = 1'-0 /// I/// / // / 7 , / /% ! % =o PROPOSED f Y' FLOOR PLAN i DWG. NAME ///l/////////////////////////////////////////////////////////O//////////////////A %///////////////////////////////////////////////////////////////////////////////////////O//////////////////// Q ,a//oiioiio/% 7/aio�000ao o A-4 0DWG. NO ROOF ASPHALT SHINGLES TO MATCH EXIST'G ROOF /— 0 PROPOSED FOLLOW MANUFACTORER S GUIDELINE FOR INSTALLATION: / \\ SUNROOM IN 120 MPH REGION: 6 NAILS PER SHINGLE REQU D ADDITION • 15 LBS FELT // ,:71 \ 1/2" CDX PLYWOOD SHEATHING _ g i 2'X12" ROOF RAFTERS @ 16" O.C. 2 ?X R-38 INSULATION Ri � Rio (2 CA 44"X46" VENTED SKYLIGHTS, MOTORIZED ,0 ick 8 � ti 9-1'1° G� I a 12 GYPSUM BOARD C) 1 -0" VENTED OVERHANG I #1 MATCH EXIST'G. VENTED SOFFIT, FACIA BD & GUTTERS SKYLIGHT X SKYLIGHT 1 PECONIC WALL o Lj LANDING 2"X6" STUD © 16" O.C. , , 1/2" CDX PLYWOOD 12 _ \ m HOUSE WRAP \ // ' 1 TANAGER LN CEMENT BOARD SIDING TO MATCH EXISTING 7 7/16" - MINIMUM PANEL THICKNESS REQUIRED ( �� \\ // = GREENPORT, NY R-21 INSULATION \=- ) \ / RIDGE TENSION STRAPS EACH RAFTER o 1/2" GYPSUM BOARD (2) 2X12 RIDGE B ' LOUVER \ / _ \ / i ARCHITECT ��1����1��_� ���� ` \ / -2 FRANK UELLENDAHL MATCH EXISTING ROOF PITCH - \ / m P.O.BOX 316 VERTIFY IN FIELD ,,, ; 1 (2) 2X6 POST : GREENPORT, NY 711944 lib,,11� — — — — EXTGVROOF SHINGLES MEAN ROOF HEIGHT OF ADDITION: 413'-0" HIP RAFTER SIZES - II DOUBLE FRAMING IN THIS AREA "---= AROUND SKYLIGHT2XOWNERS (2)12 2X112�HIP RAFTERER © 16" O.C. „ /1- GYP BOARD _ _ _ _ ^ EXISTING ,- to_ : SHALLY & JOYCE PITKIN /1► III I /�� EXTEND DUCTS A�I� 1 TANAGER LANE GREENPORT, NY 11944 '► - _III I I _ 1 TEL: 910-713 9093 SII -_ - - N -. - HEADER: (2) 2X10 ��I, fI U �5�v� q,C (2) JACK STUDS ',‘,,V°, SLIDING DOOR ` \L ►, , ,:” 0216 ' .E- °� PROPOSED o \P `44 LR EXTENSION EXISTING 2X6 TREATED SILL PLATE -° ALIGN NEW AND EXIST'G. T/O 'F ELI_ ME IIILV LIVING ROOML�r��,� 5! GGRADE Al GRADE Z V - 7; FOUNDATION AND CRAWL SPACE - z _ _ _ CI TO MATCH EXISTING CONDITION z EXISTING -f a NEW CRAWL SPACE g N CRAWL SPACE �,��__.ww__ 0 \ 1'-4° FOUNDATION/CRAWL SPACE E_ HARD WOOD FLOOR, BLEACHED TO MATCH EXTIG CARPET .s� DATE: 08/13/2012 3/4" SUBFLOOR, NAILED AND GLUED A W SCALE: 1/4" = 1'-0" R�X19 INSULATION" FLOOR '.';'",-/,'''>":a 16" O.C. %%/%%% PROPOSED CONSTRUCTION P. PROPOSED 2"X6" TREATED SILLCROSS SECTION S RAFTERS 2" CONCRETE DUST COAT 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL s DWG. NAME 8" POURED CONC. FOOTING W/ KEYWAY CV SILL SEA SECTION A-A - § A-5 TERMITE SHIELD PROPOSED ADDITION > EXISTING STRUCTURE ®§ DWG. NO g PROPOSED SUN ROOM ADDITION xUxWgBgU # ■ N- \r-/ 1 PECONIC E LANDING \- , ii/Q _ g" 1 TANAGER LN R GREENPORT, NY W — — _ I I = _ = o ARCHITECT FRANK UELLENDAHL I o P.O.BOX 316 _ _ GREENPORT, NY 11944 TEL; 631-477 8624 OWNERS J SHALLY & JOYCE PITKIN EXISTING SOUTH ELEVA IN _ 1 TANAGER LANE GREENPORT, NY 11944 TEL: , . _... . Y \ti , 4.:,o F2 it :141:5. Y43\.1) \-N1 n '' •' L .-i �e� o `A. Yz O N .................... I \I 'g...k\ i ,di- . / �� -- \ems s g i� 8 g CVo C M O i C U a.D DATE: 08/13/2012 ii u i I I I i o W SCALE:L1/8" = 1'-0" Li _L� �� �.___ 1� M o EXT'G & PROP. SOUTH ELEVATION EXISTING STRUCTURE PROPOSED ADDITION EXISTING STRUCTURE s DWG. NAME < >< >< > cu 8 A-6 PROPOSED SOUTH ELEVATION 25 8 c DWG. NO 9� 5 PROPOSED CONNECTION REQUIREMENTS w SUNROOM RIDGE TENSION STRAPS EACH RAFTER o ADDITION IN 1-1/4" -8D COMMON1/4" 20 GAGE NAILS STRAP EACH END OF ROOF RAFTER CONNECTION REQUIREMENTS WFCM TABLE 3.3 - 16` ROOF SPAN, 16"SPACING, MEAN ROOF HEIGHT 15' �5 ICE SHIELD UNDERLAYMENT 271 § REQUIRED - 24" FROM EDGE CONNECTOR LOAD: 526 PLF X 0,8 = PLF CONNECTOR LATERAL LOAD: 339 PLF X .8 = 271 PLF 2'_p" HURRICANE CLIP CONNECTOR SHEAR LOAD: 280 PLF X 0.8 = 224 PLF = ' r 1 TYPICAL. 1 PECONIC e� ALTEHURRRCANE CLNATE IPUSE ION OF RAFTER TO TOP PLATE LANDING SIMPSON H3 LATERAL AND SHEAR CONNECTION o I WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 10 FT WALL HEIGHT 1 TANAGER LN d' ►+1I '- . / 4-8d COMMON NAILS (TOENAILED) REQUIRED �'0 IN EACH RAFTER AND TOP PLATEGREENPORT, NY W SIMPSON H2A HURRICANE HFADER UPLIFT STRAP CONNECTION REQUIREMENT CLIP NAILED. FROM PROVIDE 8d COMMON ' ROOF ARCHITECT NAILS @ 4" 0.C. AT ROOF TO WALL RAFTER TO STUD. - TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL I WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT, TO TABLE 3.3) - 16 FT ROOF SPAN a FRANK UELLENDAHL 5 - 8d NAILS EACH END SHEATHING. Ir 5-8d COMMON NAILS IN EACH END OF c P.O.BOX 316 `-i 1-1/4" X 20 GAGE STRAP GREENPORT, NY 11944 TEL: 631-477 8624 APA RATED PLYWOOD TO . EXTEND TO TOP OF TOP HEADER CONNECTION REQUIREMENTS OWNERS WNERS WFCM TABLE 3.5 CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS o SHALL? & JOYCE PITKIN CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS 1 TANAGER LANE GREENPORT, NY 11944 REQU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LBS TEL: 910-713 9093 1 - 1/4" X 20 GAGE STRAP 8-10D COMMUNS INTO HEADER (),ED .i 8-10D COMMUNS INTO STUD o c.;` W•Ufa r ,y REQU'D HEADER CONNECTION LATERAL CAPACITY: 762 LBS ,,Jr`-' �F�o ��` (2) 1 1/4" WIDE - 20 GAGE 5-16D SINKERS THROUGH JACK STUD ••- . •dir ., sy �n METAL STRAPS AT DOORS FOR `'- '•. „` -A 5-16D SINKERS THROUGH KING STUD HEADER TO STUD CONNECTION ' ` AND FOUNDATION TO STUD CONNECTION 1�" r,j ;. • ,::::..,.; UPLIFT STRAP CONNECTION REQUIREMENT ' �' 1 1�4' WIDE - 20 GAGE N -� • METAL STRAP CP 48" OC. 1729,6 `� � MAXIMUM. WALL TO FOUNDATION o ''''- ...114. ...1; N WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 33) - 16 FT ROOF SPAN ACQ SILL PLATE TOP OF FOUNDATION 5-8d COMMON NAILS IN EACH END OF 1ST FLOOR 1-1/4 X 20 GAGE STRAP 4-4,1' ADDITION 5 WRAP + NAIL STRAP �► SILL PLATE TO FOUNDATION ANCHOR BOLT cN I ( 4 - 4d NAILS ) R.O. FOR FRENCH DOOR ,y, CONNECTION RESISTING LATERAL & SHEAR LOADS AROUND SILL PLATE WITH DOUBLE JACK STUDS WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT.TO TABLE 3.2) AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE 0 0 i N METAL STRAP ® 48" OC. d! % 1/2" ANCHOR BOLT © MAX, 46" O.C. 2 4 - 8d NAILS M `� , A:r • �y',t.�i-▪ '.ri':Vg.',?r':U4:.st,,;ti; :,'f •1;;i :,N:j • Frl:''r••%i::�^fi^'(t,•-t,l,�i{,*•� 'i`l J-'et. W rd i�` J,'J.' •t:,l±t e:=:f:%;+r i::. :�%tr;:•;'4'•;.'%lt�. -..,.,•:I .,,'�:';'•:;%.". :t;?•:ii;.,%: j; ?,:::;':::+:{;t..• o0 r'1, '.f,�, -;",'Fa;,'.y ;s;.,�•f.,,,,,::;; �;',;,,,. .,,:.:•;';:'.;,;y::: �;, i ',,:ti;a,;,:,. •�f.,;.i.., SILL PLATE TO FOUNDATION ANCHOR BOLT = o NAIL SHEATHING TO SILL PLATErs '•�'f'• ' ;" "''''''y ` : -.r " Y'�.' �jti.:'1:•i'.'P r+:' :'i,., ;tom.' ):.<:f; :/�''ei.• •:w[.`,'MS •.�i:,"i of^�ry:r s'%'i•'<<,. .,h.';/i' -,:f: ",if,.+3.. _ " a:!_� p'•'s: :'r'.'t'•▪ ':.<:}f t�. ,?"''"Rf. :�l"S;ti,{;r i+j� �i: %'' ..;� •.);:.y,.:.i`�.LSr:;:::•��'� r 8d NAILS ® 4 O.C. 1...,,.,••;•,...,!..;.;;;;,:v.:; i :f;;,, ..;, ?::•:-. CONNECTION RESISTING UPLIFT �!.e.:.;;;,-;:.:;;'!..:' .'L`. '::i:':;i:i,;i� I`-'ter +'i'`�ir `_•3.,�•i�•''y':•'i•:':!'::,;ice%4'-�",}��:•;',--1"1'7`.:-. .i :� ?; ; �t',,. ;:;., u:rr�{:f;.`::,..f: ,:::, e'•_ •;,s,v; *• ':`-- CONNECTION WFCM TABLE 3.2 B CRAWL SPACE ,o ,'o� ';r; •-•,;• �:" •• ;;�; •• o DATE: 08/13/2012 t � , r: •' .•ii•'. ':�(,. �i�,r .�:,':•:.y!.;:,�.'.1•% '}:r';'` :t.��.�:%i.+' Y'r:`r! . .,•ir::`'^:tf'�••�,':'i'1:!t%:r�::ri, '--1'� n f 2 x 6 SILL PLATE ?;'. ;r�;s':;_,,-.?•,.,,; ;;;s•.'• ;;•'r,,.?::,'; .::,"r•, ;e; •;•,,,.;,;, f. :,t:!:.�":'; Tao. ••(• ;,, "r'•' ,: '•,:, f;: �, SCALE: NTS ,, •;;; ;; •,•�,�:,;, ;'s_;;. ;.f; ,., :,;:.tr,,.i;�,.,•,�•f. �;1•, ;%%V.:,•,,•,;. :,,z.' ;: MAXIMUM ANCHOR BOLT SPACING: 72 INCHES o (2) #5 REBARS TREATED y„ ,•, :;;;t•;••.!i'.:0• .•..4..1...-,1,-.:-.:',-er,;, ':,; 1, „•..,-.<..:11:y:;;:;;,. ':�;. �'•Y. •'• rr w.. .t. .ai`".!!:is i�':•1.(i.`•i.,'."4s,.f �d /, ', r,.. , �• ...:,J.--•':>`it`�,,i-J' .. .v. :L.!^^-1,':10-1.,:-..:;Z:11.;•:_:�'e..�y,.>t.-.J"r'�,C:i.r,Ce;,;'{;'•.i[:� „:,;‘,,.;:..y., to 1/2” x 12' A B ® 46' OC. �` ' ' ''` CRITICAL PATH w/ FENDER WASHER. SECTION 8" P,C.FOUND�TIpN ELEVATION CONNECTIONS CONNECTORS W/ 1 -4 X 8 CONT. FTG. N N rn DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH N- DWG. NO A-7 U 9� PROPOSED Joint Description Nail Sizes Nail Spacing °P° SUNROOM 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING o ADDITION DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR Rafter to To Plate Toe— ailed all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8dper rafter BETTER. P ( �j ) — 9P 9 R. Ceiling Joist to Top Plate #Toe—nailed n/ per joist Ceiling Joist to Parallel Ra ter (Face—nailed) n/ each lap s 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist Laps over Partitions Face—nailed) n/a each lap MIN. THICKNESS OR AS NOTED. Collar Tie to Rafter (Face—named) n/a per tie a Blocking to Rafter ( o —nailed 2 — 8d each end : 3. ALL SUBFLOORING,TO BE APA RATED STURD—I—FLOOR, Rim Board to Rafter (End—nal ed) 2 — 16d each end - #1 EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF c. PLYWOOD TO B SET ON SOLID BLOCKING. GLUE AND WALL FRAMING c. PECONIC NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Face—nailed) 2 — 16d per foot iy 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plates at ntersections (Face—nailed) 4 — 16d joints—each side LANDING WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Stud to Stud Face—nailed) 2 16d 24' o.c. o Header to Header (Face—nailed) 16d— 16" o,c. along edges TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A s 1 TANAGER LN MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud n GREENPORT, NY 2 — 16d per 2x6 stud N 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud W AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Band oast End oast or Blocking (Face—nailed) 2 — 16dper foot © 8—0 O.C. MIN, PROVIDE 2" SPACE FOR AIR 1 1 J ARCHITECT CIRCULATION IN ROOFS. FLOOR FRAMING g FRANK UELLENDAHL ro 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, o P.O.BOX 316 Joist to Sill Top Plate orGirder (Toe—nailed) 4 — 8d per joist GREENPORT, NY 11944 stairs etc. ) OR AS NOTED ON DRAWINGS, Bridging to Joist Toe—nailed 2 — 8d each end g 9 � TEL: 631-477 8624 Blocking to Joist Toe—naile 2 — 8d each end 7, DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each bock PARTITIONS OR AS NOTED ON DRAWINGS. Ledger Strip to Beam (Face—nailed) 3 — 16d each joist Joist on Ledger to Beam (Toe—nailed) 3 — 8d per joist OWNERS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Joist (End—nailed) 3 — 16d peroist Z' WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Sill or Top Plate (Toe—nailed) 2 — l6d ' per foot 2. SHALLY & JOYCE PITKIN 1 TANLANE "TECO" OR APPROVED EQUAL, GREENPORT,AGENYR 944 ROOF SHEATHING TEL: 910- Structural Panels 8d 4" o.c.,perimeter zone I _cE" Div? 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 ,c, edges of W <; e`� yf,UES C.y 5. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panel, 12" o.c. interior — �'^ �4 ��,y %, SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal„Board Sheathing „ of panel �� `: 4y ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 x 6 „or 1 x 8 2 — 8d per support a d '` _ 1" x 10 or wider 3 — 8d per support ' -4 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d © 4" W II x o,c, EXTERIOR EDGES AND 6 d © 12" o.c. CEILING SHEATHING , , INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field W , 164166 ALL INTERIORAND EXTERIOR FINISHES FLASHING 0?� 11WALL SHEATHING W11 AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels - 8d 6" edge / 12" field R 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE Fiberboard Panels 7 / 16" 6d 3" edge / 6" field 1ti � CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field ''-'� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER N 1 CONNECTIONS. Gypsum Wallboard 5d 7" edge / 10" field Z 8d 6" edge / 12field 9 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Particleboard Panels 8d 6" edge / 12,E field E °° PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL Diagonal Board Sheathing PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 6"„or 1" x 8" 2 — 8d per support g N HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 1" x 10 or wider 3 — 8d per support AS PER MANUFACTURERS RECOMMENDATIONS. WEB I. ' STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND FLOOR SHEATHING o BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" Structural Panels R LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less 8d 6" edge / 1?" field o PATE: 08/13/2012 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1" 10d 6" edge / 6 field SCALE: NTS COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing RECOMMENDATIONS. 1" x 6" or 1" x 8" 2 — 8d per support o 1" x 10" or wider 3 — 8d er support Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO AVE 2 ROWS OF 1/2" DIA, FRAMING NOTES GALVANIZED MACHINE BOLTS @ 12" O,C., Nailing requirements are based on wall sheathing nailed 6"on—center at the panel edge. If wall sheathing is nailed 1 3" on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall be doubled or alternate connectors , such as shear plates , shalt be used to maintain the load path. o DWG . NAME FRAMING NOTES When wall'sheathinca is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 — ltd nail per foot. A-8 c,2 DWG. N0 ®J 6