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FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25176 Date JULY 31, 1997 THIS CERTIFIES that the building NEW DWELLING Location of Property 15437 MAIN ROAD EAST MARION, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 23 Block 1 Lot 6.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 24, 1996 pursuant to which Building Permit No. 23745-Z dated OCTOBER 14, 1996 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 ONE FAMILY DWELLING WITH ATTACHED GARAGE & DECK AS APPLIED FOR The certificate is issued to EDWARD & JOANNE BARRETT (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-94-0045-JULY 23, 1997 UNDERWRITERS CERTIFICATE NO. N-421285 - MAY 30, 1997 PLUMBERS CERTIFICATION DATED JULY 28, 1997 - C. ZERVOS r uild'ng Inspector Rev. 1/81 VORM X0. 2 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) N° 23745 Z Date .../�- z ....................................... 19 ? Permission is hereby'Cod t ...... . .. .. z...:::. ... . .. ro��Q? SCI t . . . G2 �n . .. .. ,r at premises located at z5.. 3 ... , . . , ..� :. . . .. . .A ... .....�� .................................................... ..... ................. ........... .. .. ... ............ . ... County Tax Map No. 1000 Section ./.. ......... Block ......!'............... Lot No. .....�,�..1.... pursuant to application dated ..fjl ��................................... 19... and approved by the Building Inspector. Fee 5.Aa?A. IleInspector Rev. 6/30/80 323 - 0s-�d TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL • SOUTHOLD, NEW YORK 11971 765 — 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY rq / DATE_ . . .��`��/ ` � . . . NEW CONSTRUCTION . . V . - -OLD OR PRE—EXISTING BUILDING. . . . . .VACANT LANDD.. . . . . . . . OO'bA+k POND Location of Property. . ! -r 'flb7 . . . . . . `a 5 L /}�T MA-Rio" HOUSE N0.11�� STRE T HAMLET Owner or Owners of Property.�-b\tj6RD - .t. .4MNNE. . .t3ARRRTT. . . . . . . . County Tax Map No. 1000 Section ®z3 Block - - 1 . . . . Lot" Subdivision. . . . . . . . . . . . . . . . . . . . . . . Filed Map . . . . . . . .Lot . . . . . . . . . . Permit No. 3 X45. ,Date of Permit . I?/[.CJ p Applicant Health Dept . Approval �' 7 . . ¢;I Q,•1 f-:�4'-�nderwriters Approval Planning Board A6p'roval /3d/ j , 9.91 85 Request for Temporary Certificate Final Certificate . . . . Fee Submitted : $ . . . . . . . . . . . . . . . . . . . . APPLICANT.445 WLOf rev. 10/ 14/88 (54k CY-S 1 '•• TEL. 765-1802 �Oc�VF��C/(�D,, TOWN OF SOUTHOLD o - . - -< OFFICE OF BUILDING INSPECTOR P.O. BOX 728 .tee TOWN HALL SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date q' Building Permit No. OwnerElDWp-KD -1- -10(gWVJE 13ARZ,ET7' (please print) Plumber CONST,4WT1N(Ds -ZeY2V0S (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. n WlAamber 's signature) Sworn to before me this ��'�day oft Pit 1997 . Notary Public Notary Public , Q� Q�t County /-- _64 'ZZ%el64 ns'uj p uolsslwwn0 uno0 81oI1nS ul pal;9lenD 49£t96b'oN *IoAMGN;o eae1S'o!l4nd Aj�ioN 3N80H'Q 3N313H THE NEW YORK BOARD OF FIRE UNDERWRITERS PACS; 1 F10010`71 BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NY 10038 Date MAY 30,1997 Application No.on file 1.31.61297/97 N 421285 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of MR.& HRS, BARRETT, RT. 25 ( ON DAM POND) , POTS # 251, PAST MARTON, N.Y. in thefollowing location; Q Basement IR Ist Fl. ® 2nd Fl. GAR/OUT .Section Block Lot Leas examined on MAY 27,1.997 and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS ECEPTACIE$ SWITCHES INCANDESCENT FLUORESCENT I OTHER AMT K W. AMi. K.W. AMT. K.W. Ami K.W. AMT. H.P. 79 60 57 72 7 1 Cg 5 1 1.2 3 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'FT TIME CLOCKS I RRLL I UNIT HEATERS I MULTI-OUTLET DIMMERS $Y$TEMS AMT. K.W. OIL H.P. GAS H.P. AMT. N0. A.W.G. AMT. AMP. AMT. AMPS TRANS. AMT H.P. NO.OF FEET AMT. WATTS 7. _T 10/ 2 .6 SERVICE DISCONNECT HOOF S E R V 1 C E MIT. AMP, TYPE METER 1 p'tW 1,e'CW 3,e'9W 3 X AW NO.OF CC.COND A.W.G. NO.OF H4lEG AWG. NO.OF NEUTRALS A.W G. EQUIP. PER a Of CC.GOND. OF HbIEG OF NEUTRAL 2 200 CB 1 X 2 4/0 2 4/0 07HER APPARATUS: PADDLE FANS--F-5 WELL PIDIP-F-1 2 TON CENTRAL A/C-1. 3.50 TON CENTRAL A/C-1. MOTORSt5-F H.P. ,1-F H,P. ,2-F H.P. J-2 H.P. 1-3.5 H.P. PANELBOARDS:2-1 CSR. 60 ELEC. WATER HEATERS: : 1-4,5 X.W. Ci.F.C.1:-14 \ L L SMOKE DETECTOR;-7 <<< Continued I'm Pane 2 >y > GENERAL MANAGER Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials, COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 2 1001071 BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NY 10038 Date 14AY 30,1997 Application No.on file 13161297/9:7 N 421285 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of MR.& MRS. BARRETT, RT. 25 ( ON DA14 POND) , POLE # 251, EAST MARION, N,Y. in thefollowinK location; ® Basement Y 1st FL ® End FL GAR/OUT .Sertion Block Lot was examined on MAY 27,1997 and found to be in compliance with the National Electrical Code. FIXTURE ECFPTACLES SWI7CHE5 FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT K:W AMT. KW. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL RECPT TIME CLOCKS BELL UNIT HEATERS MULTI.OUTLET DIMMERS AMI. K.W. OIL H.P. GAS H.P AMI. NO. A.W.G AMT. AMP. MAT. MAPS. TRANS. AMT N pSYSTEMS NO.OF FEET pMT WAITS SERVICE DISCONNECT No.OF S E _ R V I C E '� METER NO.OF C.CON A.W G A W 0. q,W G. AMT. AMP. ME EQUIP 1 p 4W 1 AI JW 3 d 3W 3,e AW PRO OF CC.COND. NO.OF HI�LEG OF HIAEG NO.OF NEUTRALS OF NEUTRAL OTNER APPARATUS: TRACK LIGHTING:-20 L L G & S CONTRACTOR ITC.#578 E B 215 ANN SOUTHOLD, NY, 11971 GENERAL MANAGER 7.1 sS Per 1 This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. o��gUFFOIA, o� Gym y Z Town Hall,53095 Main Road p • Fax(516)765-1823 e9y�Ol �aO� Telephone(516) 765-1802 Southold, NewYork 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD June 12, 1997 Dinos Zervos P.O. Box 2035 Orient, N.Y. 11957 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 XXNo ealth Department Approval on file. o final inspection has been made. XX No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 23745-Z BARRETT Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. v POWA /ii �w . 1 Ile W ' uE `x'L`,w '"""' ' c klOME OF ED tiND .JOANNE BARRF-TT p, y T Cera an- 10, arcl ltects°& planners " ROUTE 25 ENST- N1UEVif YORK �:.••m.a. ;�� ,•�•�., INDEX OF DRAWINGS: pGAiV (a� SP-1 . SITE PLAN A-1 . FOUNDATION PLAN A-2.. FIRST FLOOR PLAN A-3. SECOND FLOOR PLAN f " P-4. FRAMING & ROOF PLANS A-5. NORTH-SOUTH SECTION A-6. EAST WEST SECTION �Wna& q y vK^'i�-LIS Civb AS A-7 SECTION A-8. ELEVATIONS A-9. SPECIFICATIONS + A-10. SCHEDULES PLUMBING P-2. PLUMBING H-1 . HVAC ,H-2. HVAC E-1 . ELECTRIC E-2. ELECTRIC 6Y2�.eAfirt�.vu _ FI �./ fig® ,'31• /? I... .._�....... �f/ s cb s PW , �j"� �� �' l� o• O I G. "` JYi/ / _—=i./wM '+i9><wc. �� ,� _ Ffv.f.svwi37.Gi4W, �..�AQB: �(JY f-}- \i `t nr.= (aao K4sv _ -c' ' LTJ C -• t' , '''${+� �tfsiSXs`i[r uGs.<ow. - �� .I .-�'-`' �a.eF:�< :_ - f / 1-�t_ � �f i � µw��/�ccer�®�S o i� - t�. e•��r rf`i Y ✓ .-`!�: i <�./ r -i i,/.i.f'_ ( Y i jli ' ,rf r 23i�s r.u' /Z �.f/.fP !S•.1✓ E - `. k i�r ��' t�i� i pRo - �-^�., ' v P�� � � EaK��—' f W G• � uro �cpc./fii t.! = i ? � 'L%' •. .� .._ .y __. '.I.j.:+ , ✓r i Cv�ar• �f�f �?03�QY+'ae (� rj.'.,'r'•:i/�-� %t i i-1 yjtRio- ¢-mf; i i' / � L?7f/t(wtMll i + � SUITRR C04FTY// {�{J�-•_.�.' _t`I � rl'• .: .� ,`�^;y s, : _7IZ �aiD�nrS~4'rW.sitcr• , _\ T S6T� o/�9a- Sl m fE HOME FOR' OAAINE BARREL I xoim ss oxse. xsos see+. ma noa x va.s.a _co" pf SUFF2rC I pl! pdmry W GhT1G1 X100 nat w¢x em xma ICY i ` - s �qws.% aevmmi rew-Y swawnw Ce.siE 2S mp,n _RD. per"Pe"4(1 ` " �»zr ara .H Y u+e�srfo y�r�_ SITE PLAN SP-1 . SUAMIT SnUTHOLD TRUSTEES . . y_ E R M I Issued or"—, Ad ress ^i m THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION FZ@ TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TES..: 765-1892 s Sip 2 31996 . oX . t r tiQU3'r1C�L�. , 90 '70r-4--, M-1802 BUILDING DEPT. INSPECTION [ ] FOUN7ATlO"N2ND IT [ ] ROUGH PLBG. [ ] FO [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY REMARKS: C� DATE INSPECTO r M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE �� INSPECTOR 3 2 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [�'] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ l FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY REMARKS: DATE `6 INSPECTOR M-1802 BUILDING DEPT. ,INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r �D lory DATE 26 INSPECTOR �d Job Truss Truss Type =1PENNW, 32242 TA FINK 2242 5403004 P D J COMPONENTS 3.300 s Sep 201995 MITek Industries,Inc. Tue Dec 0310:26:32 1996 Page 1 7.7.5 1&0.0 22-4-11 1 30.0.0 31-4-0 1-4-0 74-5 7.4-11 7-4-11 7-7-5 1-4-0 6,00 12 4x4= 3 5x5 5 5x5 2 4 0 � M j VI - jV 1 8 7 6 5 0 44= 3x4= 3x4= 3x4= 4x4= 10.2-3 19-9-13 30-0-0 10-2-3 9-7-11 10-2.3 Plate Offsets(X,Y): [1.0-1.4,0.0.0],[2:0-2-8,0-3-01.[3 0-0.0,0-20],(4:0.2-8,0-3-0],[5:0-1-3,0.0-0] LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loo) I/deftFML2 ES GRIP TCLL 300 Plates Increase 1.15 TO 100 Vert(LL) 0.30 7/6 9990ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 094 Vert(TL) 0.46 7/6 770 BOLL 0.0 Rep Stress Iner YES WB 031 Horz(TL) 0 09 5 No BCDL 10.0 Code TPI Min Length/LL dell=240 t 139(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SVP No.2ND'Except* TOP CHORD Sheathed or 2-7-1 on center purlin spacing. 1.2 2 X 4 SYP No 2,4.5 2 X 4 SYP No.2 BOT CHORD 1-8.5-3-14,7-8.6-3-0.6-76-3-0.5-65-3-14 BOT CHORD 2 X 4 SYP No.2ND WEBS 1 Row at midpt 8-3,3-6 WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/size) 1=1495/0-3-8,5=1495/0-3-8 Max Horz 1=.173(load case 2) Max Uplift 1=-486(load case 4),5=486(load case 4) FORCES TOP CHORD 1-2=-2232,2-3=-1920,3-4=-1920,4.5=-2232 BOT CHORD 6-6=1984,6.7=1345,7-8=1345,1.8=1984 WEBS 2-8=469,3-8=692,3-6=692,4-6=-469 NOTES 1)This truss has been designed for the wind loads generated by 90 0 In p.h winds at 25 0 feet above ground level,using 7 0 p s f lop chord dead load and 10 0 p s f bottom chord dead load, 10 0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45 0 by 45 2 with exposure D(ASCE 7-93) Lumber Increase= 1 33,Plate Increase= 1.33 Both end verticals are exposed LOAD CASES) Standard OF NFq.Yp ti ��4 W. Cye`5P. a ("` a >aoi ILA 063030 �DOFesSior+P` UEC 041996 A WARNING.Veryk deet in pararru ten and READ NOTES ON TTNB AND REVERSE SIDE BEFORE USE. asseeses Design Valid for use only with Mffek connectors.7hb design Is based only upon parameters shown,and Is tot an individual building component to be Installed and loaded vertically. Applicability of design paromelere and proper Ineaporation of component b r"PonshollXy of building designer-not truss designer.Bracing shown Is lar lateral support of IndNklucl web members only.Atldllbnal temporary bracing to Insure dabll8y during construction Is the respondbllffy of the erector.Additional permanent bracing of the overall structure If the mspomibllify of the bulding designer.For general guidance regarding labrkallon,quality control,storage,dellvery,erection and bidding,consuff OST-88 Quality Standard.DSII-89 Bracing Specification,and HIB-91 M iTek® Handling outalltna asul Brsroing socdmmb s ideflon avatobfrom Truss Plate In011ute,689 D'Onoftio Ddve,Madbon,WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 17-1 C Dimensions are in inches. Apply 1. Provide copies of this truss design to the W W plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. A" TOP CHORDS 2. Cut members to bear tightly against each a other. a vzv JS Q 3. Place plates on each face of truss at each * i - h ; ¢ joint and embed fully.Avoid knots and wane For 4 x 2 orientation,locate a O at joint locations.— _—plates�a'from outside edge of truss and vertical web. a 4. Unless otherwise noted,locate chord splices o at 1/4 panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in JT J6 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is The width CONNECTOR_PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X Q perpendicular to slots.Second in all respects,equal to or better than the dimension is The length parallel grade specified. To slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11.Bottom chords require lateral bracing at 10 401" continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to Trusses are the responsibility of BEARING others unless shown. Indicates location of joints at13.Do not overload roof or floor trusses with which bearings(supports)occur, stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional _ engineer. ® MiTek® 15.Care should be exercised in handling, T erection and installation of trusses. CLANIEL © 1993 Mitek Holdings, Inc. FORM018.079 '"� NYORO,A/q® Job` Truss Truss Type Ory Ply 32242 TB HIP 3 1 PENN1132242 5403005; P D.J COMPONENTS 3,300 s Sep 201995 MITek Industries,Inc. Toe Dec 03 10:2639 1996 Page 1 I -1-4-01 6&4 1 13.40 1 17-0-0 1 232-12 1 30-0-0 131 -0 1-4-0 69.4 62-12 4-0.0 62-12 69-4 1-4.0 I 6.00 12 4x8= 4x4= 3 4 5x5 5x5 2 5 o w M M YI _ IQ 1 11 10 9 8 7 44= 2z4 11 3x4= 3x4= 3x8= 2x4 I I 44= 694 13-1-12 1610;4 1 232-12 30.0-0 69-4 6-4.8 3-68 6.48 69-4 Plate Offsets(X,Y): [1'0-0-0,0.0-0],12 0-0.0,0-3-01,[3 0-2-4,0-1.12),[5 0-0.0,0-3-0J,[6:0-0-0.0-0-0) LOADING(psO SPACING 2-0.0 CSI DEFL (in) (too) Udell PLATES GRIP TCLL 300 Plates Increase 115 TC 0.77 Vert(LL) 0.16 918 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 067 Vert(TL) 025 11/10 999 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 6 n/a BCDL 100 Code TPI Min Length/LL deft=240 Weight 165(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-5.4 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD 1-116-3-0,10-11:6.3-0,9.10.6-3-0,6-96-3-0,7-86-3-0.6-76-3-0 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) 1=1495/0-3-8,6=1495/0-3-S Max Horz 1=152(load case 3) Max Uplift 1=-486(load case 4),6=-486(load case 4) FORCES TOP CHORD 1-2=-2360,2-3=-1739,34=4555,4.5=4739,5-6=-2360 BOTCHORD 6-7=2096,7.8=2095,8.9=1555,940=1555,10-11=2095,1-11=2096 WEBS 2-11=129,2.10=-618.3-10=402,3.8=0,4-8=402,5-8=-618.5-7=129 NOTES i)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s f.top chord dead load and 10.0 p.s f bottom chord dead load,10.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1 33,Plate Increase= 1.33.Both end verticals are exposed. 2)Provide adequate drainage to prevent water ponding. LOAD CASES) Standard � 1j. OF tit Y h�Q��N W. C Mouth ZN its SOA 063030 a0' 9�FFssio9+a` 0E0 0 4.1996 AIVARNING-Verb/design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. ® Design valid fol use only with MITek conni this design Is based only upon parameter shown,and Is for an individual building component to bs Installed and loaded vertically. APDlksabllly of design parameters and propel Incorporation of component Is iseponubllly of building designer-not flues designer.Bracing shown If for lateral support of Individual web members only.AddHbnal temporary bracing to Insure stability during construction H the responsiblllty of the erecta.Additional permanent bCcing of the overall structure h the responsibility of the buildings designs,.Fol general guidance regarding fabrbatlan,qualBy conial,storage,delivery,erection and bracing,consul OST-88 Quality Standard,DSII-89 Bmaing Specification.and HIB-91 MiTek® Handling Inelalllrra and Broelna Beeommendatlon available from truss Pate Insteufe,S83 D'Onoli Drive,Madison,WI W719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tai, Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. A"" TOP CHORDS 2, Cut members to bear tightly against each other. FX73. Place plates on each face of truss at each * _ 1J5 joint and embed fully.Avoid knots and wane for 4 x 2 orientation,locate O aT joint locations. �Igtes I/a"from outside edge of _"' 4.UnlessofieiwTsenofedToca-fechords�es— —truss and vertical web, at t/4 panel len th* adjacent 6"from ad joint.) 9 (_ 1 1 ) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and . 4 X 4 perpendicular to slots.Second in all res dimension is the length parallel grade specified. al to or better than the to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less,'rf no ceiling is installed, unless otherwise noted. SBCCI 87206,8621>,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at _ 13.Do not overload roof or floor trusses with Wk which bearings(supports)occur. _ stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek's 15.Care should be exercised in handling, ® erection and installation of trusses. � ® PANEL © 1993 Mitek Holdings, Inc. FORMU18,019 -� HYDRD,A/R® Jot Truss Truss Type Ory Ply 32242 TC HIP 3 1 PENNA32242 S403006 P.D.J.COMPONENTS 3.300 s Sep 20 1995 MITek Industries,Inc Tue Dec 03102645 1996 Page 1 0 -14-0 644 11-0.0 15-0-0 19-0-0 24-2-12 1 30-0-0 314-01 1.4.0 5-9.4 62-12 4-0.0 4.0-0 5.2-12 5-9-4 1-4-0 4x4= 3x4= 4x4= 3 4 5 6.00 12 3x4 3x4. M 2 6 0 N M M vI Id 1 12 11 10 9 8 o 4x4= 2x4❑ 3x8= 3x4= 3x8= 2x4 11 44= 69-4 11-i-12 18-10.4 24-2-12 30.0-0 630 64.0 7-M 64-8 69-4 Plate Offsets(X,Y): [1:0-0.0,0.0-0],(2'0-1-8,0-1-8],[6 0-1-8,0-1-8],(7:0-0-0,0-0-0] LOADING(pan SPACING 2.0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 300 Plates Increase 1 15 TC 052 Vert(LL) 0.21 10/9 999 M20(2Dga) 258/216 TCDL 70 Lumber Increase 115 BC 073 Ved(Q 0.33 10/9 999 BCLL 00 Rep Stress Incr YES WB 036 Horz(TL) 0 10 7 n/a BCDL 100 Code TPI Min Length/LL dell=24d Weight 159(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2ND, TOP CHORD Sheathed or 2-8-2 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD 1-126-3-0,11-12.6-1-4,10-11.6-3-0.9-106-3-0.8-96-3-0,7.8.6-3-0. WEBS 2X4SYPNo3 REACTIONS (lbs/size) 1=11495/0-3-8,7=1495/0-3-8 Max Hoa 1=-131(load case 2) Max Uplift 1=486(load case 4),7=-486(load case 4) FORCES TOP CHORD 1-2=-2453,2-3=-1939,3-4=-1733,4-5=-1733,5.6=4939,6-7=-2453 BOT CHORD 7-8=2177,8-9=2177,9-10=1837,10.11=1837,11-12=2177,1-12=2177 WEBS 2.12=109,2.11=-508,3-11=524,4-11=-178,4.9=-178,5-9=524,6-9=-508,6-8=109 NOTES 1)This truss has been designed for the wind loads generated by 90 0 m.p.h.winds at 25 0 feet above ground level,using 7 0 p s f top chord dead load and 10.0 p s f bottom chord dead load,10.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45 0 by 45.2 with exposure D(ASCE 7-93) Lumber Increase= 1.33,Plate Increase= 1 33.Both end verticals are exposed. 2)Provide adequate drainage to prevent water ponding LOAD CASE(S) Standard 4Pt� 0 Nf)y yo W. Oqe`9f- to ~ W 063030 gOFe3gI0NP�' DEC 0 41996 Awmmm-vs,-W design passarsetene and READ NOTSB ONTHIS AND REVERSE STDE DEVORE USE. Design valid for use onty with Ml ek connectors.This design b based only upon Parameters shown,and Is for an Individual bulaing component to be � Installed and located vedlcolly, APPI19abI18y of design parameters and proper Incorporation of component S responslbillly of building designer-not buss designer,Bracing shown 8 for lateral support of Individual web members only.Additional temporary bracing to Insufestab118y during construction H the responsibility of the elector.Additional permanent Mooing of the overall structure Is the responslblltly of the bulking designer.For general guidance regasding fabrication,quality conbol,storage,delivery,election and Wooing,consuR CST-811 Quality Standard,DSB-89,Bracing Specification,and HIB-91 M iTek® Hantllim Imp s talllnand B.Im Recommendation ovalici from TruPlate Institute,$83 D'On08lo Drive,Madison,W 1537,19. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property +�r« t'. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property 1 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS M 2. Cut members to bear tightly against each other. a WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = K s , ; ¢ joint and embed fully.Avoid knots and wane O O at joint locations. 1/8"from outside edge of __ a_ _ _ _ _ __ _ _as _ _4 Zlnless�herwise noted,locate chords bees truss and vertical web. –0 a 1 P C, o at /a panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X Q perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11.Bottom chords require lateral bracing at 10 V//�/ continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, 'rf no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at — 13.Do not overload roof or floor trusses with Wk which bearings(supports)occur. stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL w © 1993 Mitek Holdings, Inc. - FORM018,019 '�'® HMRO- uao CLIP 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: � TM DATE3o I INSPECTOR � F. .- •a c. Fr r., T 11_ 1. 4 .:: t-i s -- �: ccs P . ,(V YoCk 31ate OePAt1tim- of EnvlronMental t OtiS9tYEltlph (din 9Q Tt1tLYi9tP,0,4Brook, New York 11790.2394 C" �. �uGi1���. ��• b� int !G-�, �" 1 L1 , / t fhomj$ C. Jotting U� f Ko` � 1r�eWz��eJr) p9if� date : r '�U l L� /r. / f Il Commissiondr (`� Gc%i r..7G("J� �/ RQ : Cf'�'i? � � �� ,/ , �G� :�i ✓vU�> G C� CO' 7 "r, fi Dear /ti),i c.k ; JCC"(l41 11�/Od J • t< 1 - � . Ba ed an the in> azation you have SUbraf,ttd, the Ne York Stats bepart:anent of En /virnnlment;al CUSOr.vation has determined t:hatt Y �� � {uPLf �� IGS GIh/':/'4[ t'•� 1"i1 t 1 �L �t fihln kl r;i1 � � ar Ri � , c('e!a{ r� fv v 1 !� cit vel tl t. t.,,tr iQ n..l �:lr�l� a� i ;� t'hc, (. pact 1'v� �>'�1 al � ��t��Nu: � i1 ; � �i;l .t•{t 'r►cur :3 �We:�,% �: , •1'h,c ':" ��� Y IWyly,. ,"tri Wherefore, in acc,urdance with the our.-Lint Tidal WOt,landa T�and 'Use Regulations ( 6NYC" kart 661) no pet-rnit Wetlands Act is rer�aaxad under thca 1'adal t�l.er,ae be advicd3, howavwr, that no conatruc:t:i,an, sed intent �rhion, nx disturbance oP raray kind uray tnKe place seaward of t:hs tidal wetlands Jurisdictional boundary, as indicated above, without a permit , It is yclsr responsibil, lty to ensure that all nea,assary Pl'ecaut~ions are tatken to prevent any Sedituentstat or other alteration or dirstuxbancle ,to the cJr©uxtd wur.fare m ntatlOtion Within TWal Wetlands juriedict:ion which may xo-�ceuit ,ggatroyour project. Such precautions may ncluda mgrfntenining adequate work area b�ttwe©n the tidal wdtland jurisdictional boundary and your project {#, , ee a "St to 20' wide canstruc;tian ar4�il 4r areQt:inq a tomprrary Parnas , harrier, or hay bald berme Placse be further advised t:erat this letter doers not relievra you cat the Othersigilitie. . obtaining zany necessary p'ex-trots ox ale youso from Other a er,c, ls Vsz•y troy yours , agiorialParmihAdat.iniF;tr for It Ri BCHF.;pUt ' --m I BOARD OF NEALTU _..,.,... FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTIIOLD SURVEY . . . . . . . . . . . . . . . . . .. . . . . . +'i'•'�, BUILDING DEPARTMENT CNECR �(Y TOWN HALL SEPTIC FORM 112 1 SOUTHOLD, N.Y. 11971 TFL: 765- I802 NOTIFY: E1 E7 d fie f''(. a CALL . . . .. .• . . . . • . . . . . . . 19 MAIL TO: . . . . . . . . . . . . . . . npprmverL.f0 '��° 19.� Permit NO. .� .................................... Disapproveda/�. .. ... .... .................................... ...................................................... l .... .. ..... . (Baitdin nsp or) APPLICATION FOR BOILDTNG PERMIT Date. . .. . . . . .. . . . . . . . )9. . . . INSTRUCTIONS a. This application mast be completely filled in by typewriter or in ink and sulmitted to the Building Inspector will) 3 sets of plans, accurate plot plan to scale. Fee according to schedule. la. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of .this application. c' The work covered by this application my not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall, be kept on the premises available for inspection thro)ghout the work. e. No building shall be occupied or used in rtrole or in part for any purpose whatever until a Certificate of Occupancy siall leave been granted by the Building Inspector, APPLICATION IS 101EIIY Mf= to the Building Department for the issuance of a Building Permit possuant to the Building 7cxne Ordinance of the Tom of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for tbe construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all. applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on promises and in buil. ' g for 1 iguyArX inspections. .............. (Signature,of, applicant, or twalle, if a corpxnation) (Mailing address of applicant) State whether applicant isoown owner, lessee, agent, architect, engineer, general c tractol-, electrician, pltnix-r or milder. .........�./c / c.lC-v + ........................ ............ Name of owner of premises ..LGh!!�J4.1�...u✓.....�1�t f>?J2. ....U�!� x11!�i ...1'7 r•. �ISxl.T. (as on tbe tax roll or latest deed) If applicant i//s//aa corporation, signature of duly authorized officer. ...........,r./ ....................................... (Name and title of corporate officer) Builders License No. .J.°�.�..k 'F?.T H T Plunbers License No. ...0_2>t . ...y..�....... Electricians License No.�3.�:s ��CC1Ti eaj C. VA Other T'rade's License No. .................... I. Location of land on which proposed work will. be dooe:.............................................................. I. i1 ./?Q�tfi?. 2s'../`l�t,r.�.,�✓? ........ �.SJ'...lYf �c!,.....,rY:..Y.:.................... louse N itber Street lkanlet County Tax Map No. 1000 Section ..W)..'-r......... Block Lot 'PCS Subdivision ...................................... Filed Kap No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existir>F; use and oxoa ')rx-Y ...�A1 N. .....crlN 1:�.............•......A.�............................ b. Intended use and occupancy —P.Ro.fma.D...PL..5Tc?V;-..lV..... .�a..:". q � � • ��5• I Krture of work (checkwhich appl icable): Nen4 INlilding ..yf. ..... Acklition ... ....... Alteration . ......... Impair ............ Removal ...1......... Ikimlil'ion ............ Other ikak ........................ .......... 4. list !noted ('.osl. .. ./y'7.�f... .i�..., fee ........... (to he paid on filing this application) S. If Ahelling, number of Akell ilia�I�unita .....I-...._. li.uiler of Ahelling units no each floor . ..... . ... ... If hominess, exinuercial or mixer .occupancy,spec!.................. 6. I 11` ,orae tunl,er of czars i 4 occupancy, specify nature nrul extent. of each type of use....th.............. Ninneusiona of aur: structure arts, if any: irnxrt.....N�./7....... Bear ............... Depth ........ .. ....... !) . ....1..........5 Mrdx:r of Stories .................. roof Ik:f �1t with alteraticxs or axklitions: front ..._/al.//}-....., hear ............. I. Dimensions of a tst'ing slnu.lur, !! Depth .................... lie tgl0t .................. Nodier of Stories ............... Ilei a .. lcl iau Fro nt .....74.-.t...... Rear ... ./.T....... Ikplh Size t lot: 1t ..��I..`,a Moiler of Storiesl.�G-..... ..... ollS 4 //r/ c) lnl�a l�.oA iu��.conatn.,/ .. .... Item .....���.�..�. .. Ileplh ... .46. K�.4... I(i. lkue aP lirrchase .....,11°.9... ...... Name of Former Mar-Oil$01NNft ..I/El IX510)....`5W4C45........ It. Zone or rise district in tdridr preruises are situated ...M?.S) EO Tit -(„............... .......................... ' 12. Wen proposal consinuHoo violaite any zcxling lim+ ordinance or regulation: ....NO............... } B. Will lot. Ire regrtaled ,......... Will excess fill Ire renovecl from promises: Y(S ��NI tr rr; P,o 1071 ).... ... ZI 14. Names of Owner of prunises 'f.��.N:nllr'.-,�f.R9.(a !.rAckireaa T XILQN. rYLIERTQ.. 1CQ Plnax_ i Nain of ��'µ LN Plxxre (oa0 q/ 7 Naw ofContracfor`DIU�... W" VO�.............. AcklressWT(j gf.1WT-.WInixie No Ih. is ruperC this C f Y within 300 feellof a Littal wetlacxll a YES ..�.... NO .......... it YL'S, S(IIllinn '11-AM '11(usI S 1731tMITMAY RI3 We)III14M. /0if2M/J" IYA-Y PLOT 1l1AGgAt1 locate clearly Will distinctly all hUffilings, whether existing or proposed, six] inclicare all set-back dimensions fnru properly lines. Give street aril 6loc:k nurriler or description acronling to deed,,antl nlxwr street nnmes and inullcate Onether interior or corner lot. SLE TTA C11W . /904i'� g1 19/ 96 MC�9*01 Ry I (il'KIE W tlVw Y(x1K0 f', (1711NIY (M� ..�., � .. ss i ........ !>,••... .....:.�Y...r'''r''.".`:�. .. ..........Ix�ina duly sworn, deposes aril Says that. he is the applicant. ang: (Nof irxlividual eignini slave iknwrd, Ikin the ...................: .. . .I�.... ....'.......-4....... ........,....:. ..;........................... i (Ccxltrac& , alien t, co!rpxrrlle officer, etc.) of said (Unca or �mers, at,), duly aullwrized Lo ixarfonn or have performecl the said wx)rlc and to nuke anal bile this application; Thal all slal.errents contained in this application are tux: to the preen. of his krxuledge sol belief, acxl that. the wlxkwiII be perronied in the yasrer net forth in the application filed therewith. .kalrn to bc/f�r rK lhts �. .. .....�.L......day of ...... 1 9....... Notary 1111 1 i • .. !•GG4-C. .. .. ... .... CLAIRE L.GLEW cyV ''NoterVPublic,StateofNowYork (SignaturtWILF No.4879606 i Qualified in Suffolk County 17 J Commission Expires December 8,1� STAt`c1-iE14T OF 1 04. c' n v cn uv r Tu aur AP .. . SUFF'^�IL CO. TAX MAP DESVGfvAT; N .� THE wAi ' SUPPL`r ANG SF.WAC;€ Dr4S% SA(_ ' OIST >EC. Sl_OCk PCL PLEASE NbTS't r j SY5TEM5 Fp.R_ TNNS �tiSf!^Et.CE v.!LL 1000 023 1 6.1 COWFORI-1 TC THE S7ANGA4t'�- --p "HC OW_NE F,s It is the applicant,s:.respo lblllty-to SuFf*oLie CO. DeP7. Or HEALTH 6RyrCES v.0, BOY maintain adequate' : anitadistafice 00E�I. h�.`�• 1195- between all waters'pply �l(hd Sewage noPu c►r.r — --'– ! disposal MClNtles� � ey j G EVp,T,�3ty DUT'1M: ME.APJ ScA LeJE, .i. '_=- TE L.477.0544 LEAS . OTE �rir� di1N $ Minimum disfagice ketween well " 5 r_ 'NI C' _. r?..io-Q j5 ; and cess pooi fb be 150 feet. PTC6"r MOLE s ScAL :A sWcti�r�►1. =TI01``�""'1���� ION III ` I rif LINE /' 1/I 0-MOvi.�i`' EN1 b1C.8RQ��,°uca6on 4a1xuN �YakStaa. f IL �- $A.NOY ... .. . �,� 200,62 oqG -- - . i BR6WN as rqy ifw u �1oL ��++ v i0 N/4fi � � IAN". A° 3086 AC, t�i1lRI�� �N _ S7n0)�81Rd haft i 1 PALE 90OWldlll / vew IrA m EACH I1 .Q / TowIY'� '1 V..1...' MAP of PROP- <.i L GPAVeL Ilk 1j � CIAY� ! by*1t k'd7 vv�� •.� '�r�� 1 °3tNP � � - u AT DAM POW0 - a EABT 1 `. 4 ?sq(REF." a _ - ! _ lb tu 40 zi • t v; d LL140 ; i- Iii tit !� -S`'" �d//./�,,� _"'`•` ` d -�' 1 - 4 Iii j roil+ VIAA 1 p V tl 'f i UXA:S. UNAVAR_AOL.L`) ® tJ_;�R Ce.1 � �4 a y t \ i �'�� ' `�`I�'�".� •�^'` ACL• �.-�'" ,tgg#�� -I O rJ- �I_ "2 'IAle ep ' AWPJ01-7C' MAY" 12 :9,9?i-!Lk-Yka J 1 R3 tt pst3aPPh► sndw p j MAt'. t5,!�ti LpCaiSyn's�.�f' �t1e�bn thi8 - 5 5W ( c,�}LT E Z I disWw'" t1Et4. �' slim Q-01r lhtti (> aewa9�t�qtt / rj N ___ sTK )rNfEiiT 4F lsrElvT SUFa OLK CO. ?•RX NlAP DE5SG1JATfUhI SUFFrJLK 00. HEAL' iI4 DEPT. AP+OVWI1 �.TTHI ' WAfkQ SUPPLY A*Z SCWACS DiSPOSAA_ MST. SECT, $LOCK D*L � h.5. wj, i21Q-,94-_O { T(ST*Mt 'FOO TRIS 2ErIPL44C"E WILL 1600 _ 023 3.- 6.1— (}tommiRM 10 TVE 5TAN+ :AgPl; CP THE 4WNEQS AtruYd£x� WFr%le CO. DEPT, OF' HEALTH SEQVICLS JZlm A"LI[htJT 7 'I�Z_ 1 "1KWCKri > LEdE„tt�ScS`i( � �� ! 5UF#OitG rQG'N�v C+EPT, ON* HER>=i: ��yfr "SLK pec, q viC�c. d5cv_viee13 from APPgOVA.4. ! ' � \�/ APMat)tiN•GF4�;i .;,•� T3 :'�C �1 FOR n CON5Tf'.lOi1"Nv (;+ LY._� ._ Lf Air 9t 7 xy .� s sf,eiVai6 : � 2 :” 7 Rra -V ION I1. 5 REP 1 1997 Date � ""'^h* •tld, xw wNa 'G"'kF",e' %, s t:a�om wl thl r"'^nt1. hr.-- g� +L3 be getldecon rtx+ s1 sr MC1L sTAM 1' S� 1.E:AS547WW, ....�... --- - -.. to Jils sonwYffi a*1aGm nF LINE- 4U�'�.a7r_ +*x' !'F„•.�.ttt jj x�x `' `� I 7zoommaNOW veMxmr Ii OtftofWsPowmww>onvmcmmagamom WM1 ~y 4 C .MMSsurveYmaAnott+s.4q a I 1.O4 Q'. • �. ,' ' } I $•y+� . IQ I surveynes k1h` seal or e. 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Foo7'.�E✓ ///W7 El/s�6 76 410 Zt�6 /s .fix/rlrll / HOME FOR ED AND JOANNE ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.,7-0 `'.}:"' ^'"';, p EAST MARION NEW YORK ( C ,4T- -- FOUNDATION FRANK CHAPMAN, ARCHITECT 203-776-8600 - MCKAY ASSOCIATES GROUP INC. P. E. 203-874-4441 • OF DINOS SERVOS CUSTOM HOME BUILDER 516-323-2526 tMf Stmt ill= 1-10 -O 11 1 21-0 11 --- 11 - --- mo � °.�,, Srs�'� qo 'yl �i i� I _ 6Q �_ a✓. ��- ovr,,,x ve • esl "1 p� .N I 0 c ' 1 I ToM E!GN , srvblobt�ob — — - - — CFry 8p �CvEsr f�4TM IC �j yG, BO OW roe or /- /6 x 70 . ✓/2202 NeO, t1 O�PcN 7� Sjv✓�✓o .. -- Q---2 - -tl�l 81- 811 41- 12II 2 31 , -'7 Col_ ,tll — �_ CI�J rif✓S_LvacL o/%.r /s � TRvtS• �.eEwrei � , +� «�3�� � O 18 � �erL�,�, ' SiN.� -. S.✓f`tq,�� /r✓sioe <'A� wLL� �� 124 H,'fao Ma�6LE EG 22'4," 9 . G�EaR S/>xv.,2 Opti O �� TNR65H, 21 oM. 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FRAMING & ROOF PLANS A-5 . NORTH SOUTH SECTION PLUM1fPc£.4TLT 471oN A-6 . EAST WEST SECTION ON LEAD CONTE' :EFORE � CERTIFICATE OF O'_'- UPANCY / 711 Houfe DAM � D.:-- --- A-7 SECTION SOLDER USED l,1 NATER RewD MO 6 aH.Y UPLANa-s►a�EL uCsuLI i g' gl�2sucEr)8y-HSP D� BE7_ttiC->� PAM If copper tubing is used SUPPLY SYSTEM C 2NNOT �� 1 - 1P-Np 4 aLej n o1J A-8 . ELEVATIONS /12 for water distributing EXCEED 2/10 OF 1>o LEAD, / �j _ // A-9 . SPECIFICATIONS syt�BK;° ,"be - -- A- 10. SCHEDULES —�' Ia4CIIPII; P- 1 . PLUMBING USE IS IrpL wtVFUL �/ Slur FEN`e , zrr PLUMBING mix G'`I HOVT CERTIFICATE V �— I o �e o w c,�ca P-2 . PLUMBING �«���° ' aVAMUMMO OF'OCCUPANCY -II- BDILDINC7 H- 1 . HVAC ,Ia+o iRR�oRemf+fR HVAC °aoo�` GrjH-2 . � /�' / � _5tc Q�'p ; x��t .tfi �kb4- RAAE EXIST/NW,E- 1 . ELECTRIC UNDERWRITERS CERTIFICATE REQUIRED 60)E-2 . ELECTRIC 7 rj'RA9F. IS I Joe LOJLi G"T�•�6'�v . 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S G"rwiX6 HOME FOR ED AND JOANNE B - ScE'A -1 ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 'EAST MARION NEW YORK FEuaERMc./r —Ty/S /E � 2X2OI4t' cc EC70P Ca-Alf:c„ ..� fxu� v --� 2•?Xr R+ML��� ' '''• 003775 , AR Bs coF.n P o_ {-g�srrwci FIRST FLOOR PLAN A-2 71d AC-rAi/J /N rI/6 — a 'p l�7'^f �6Aew • ' i • I I AP Af&9 .4A1H L y FRANK / CHAPMAN, ARCHITECT D6 203-776-8600 MCKAY ASSOCIATES GROUP INC. P. E. 203-974-44414441 �/'••�^� /-� C%ITSIDF sys=pS �1. �i�/� �y QM H DINOS ZERVOS CUSTOM HOME BUILDER 516-323-2526 I� Ili i- IIi ISI ------- _ .-- -- ,�- --- 111 12-0 - nc I 421_0 11 i � I ALL ,n I � I � I —=00 3 Q SWI/L) STvblo l.USe;,T - - - - - - - - yr pr-6vH b s,— dam sYn, e� ai rov or- �- qvv go ` Q/rTH r CLOsaT�E/C//y _ x 3o F+222o2 ,yob, _+1 �✓u/fTr. 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RAIL. FLAT �A7 mRPZF S TRUSSES By N.Y,- RE415rERED ENGINEER p ToP of II H 117H l.. I 5- W, SHELVES ON TTJIOKS. V EL24 / _ SHELVES 3/}" PLYWOOP W/ 14 _ IHZ f"RDIJT EDGE 6�EI < ` I- lU. X11 i� ILr- EL.2Z'v'" — FOJ- VOID WITH „ ,i,? ��•�I �,; "l l' I ',7 io RSERGLA55 KMAgEU �✓��✓—+ .fo2 S+wo -, ENTRY CRUNDRy M. BATFF SOANNE EL 6 � GL0.5E'r "(OP of ,I L'PANTRY. SEE urlr 1 ry " 4 Ra✓L 3TH15 KITCHEN D I 3 1{�'.�•1} THIS L`/ - R_JFL-0NW EL. IS'-6 '� /- Oa'� `STUD KNF'c WALL .I - fou`�O.FT/9ji J • I . cocl zxg-5-Aw f PlgclJ 1'EL.IQ-V SrUD KNEE WALI INSULATE FLOOR p-30 ABERGLAS /� S� _ GR19 WL �IuuG r waus OF . A. ?" OZ FrMe, n ASL/BArNrooMS. RhD6J N 3/t BOOMS. STUD KMF6 WALL tclhid_.p�9G/J - IFwtY2V m*7W 1 1 L_ --4 �"rrr.��o�n 6 NAL �oGr 1 l/L GALLY : .LrA?6S - 7aP HOME FOR ED AND JOANNE BARRETT .,. ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 . .I, EAST MARION NEW YORK IIS _ % ,`. " b EAST WEST SECTION A-6 FRANK ARCHITECT 203-776-8600 ASSOCIATES U; 1pEsln" MCKAY ASSOCIATES GROUP INC. P. E. 203-874-4441 _ DINOS ZERVOS CUSTOM HOME BUILDER 516-323323-25262526 - I o muss_ T s�ri✓�s � c �v�Lcnr/s'a>r /XB TR/H d- 4 4—1 (IH 02/P - ti _cXlu- W/rsv sc2 , PA/Nr -fix kG17e), G1/z"AG PGYk n o //Ar-e- .� 'n � E--�X 6 TK�N /9orjWE JAHBS /XGGEDA -/lR/f_ CBEf'/ND PAG-L fI �Q-3o F/BEiG. IrC�GJ7CJ1C-, _ SYhSSc��oG✓ �l N COx Sh4 Alit/n y //L., W/njl S' Vc_o_ -//z„Atra ,j - B. - f46AD -� J"1Y16S GviiJpob-A..r YP sa 9Ar S_ Aa�P /s uor euKr - HEAD. P>2n v/DE AriC_ /Nl'o L�/NAoou f-LA/-fb WINDOW 1J/}K 57Dot„ - - S�C�is oo/y_f/N/Sf/ S�h'�A'/G6 OAS CDv� ?lcG�_ Gz"�'P BD- fia/Sgfu�G. 16 " c'c. As PF,e �� _ -- n � LhP VE,C SvPPolf i'EAYE --NO--I/NPS_ - - ycc_c�TsiDc- /6"SAACE EACH k„ x Ftcro/L <,./nom Fir�sv _c��SS 'Fo.t- SLCo/��XY�o7L�- � n� cn 51 > o = n /�?GS GSH/b/J Oyu b] fn S ""I AAA lT m i Ri Ti --a/'4c liN� Hca/NuM. 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Fb+ct RAMI A-uc �Z-lxslrcc�e VFRTI,rAl, CEDAR I - - - - - - - - - - - �- -- LI � �Fi.lOc 'PAIL F+ 5"(hl(I- I ' f/KST fCWt- 1 � FRONr Or 13 ILPIu�, a 5« 5P- 1 £ A • 2 NOTE: ALL EXTERIOR 5URFAGES2 ARE /o° ROUGM-SAWN VERTICAL :5007-HH FLE7ylgnoN EHST FLrVATION CEDAR SIDINCG 6XADE EXCEPT WHERE NOTED. 1 � I a1 I — J40/E:L QP_ -S{fcfrHiAi IM TDP 1601ae T/u/Y. ENp r/1usSEs f END Ws u s IX6 66DAf-TRIFT• -Ca�OillolJ - a/� �'YLTAL f'� � 7bSduR t- �Xk'ti5TrACCNITFcrVII SNINGLEZ I �' SSS- jYP�s,sGT16KOw UPG/PT --- - TE: SNE AT111WA,I INrills %Z AC PLYWOOD NO A IIATLIIED AREA 16 IR4t/f.L%�'2� Ac PLYWOOD I� GLVED, 2ARcNITECTURAL SNl NC7LE5� lX6 GEOHL�R/ ZvLurz •�-ARcNIrEcN2AL SEE >EIAIL� CEILING SNIUGLES� — I I I I I -A�CH/rFer)PAL 6NIQl;LEZ -� A' T • I I I I � / Et. 2H' Gu 1 El. 24'-(0° — — DECK J _ --_ FFKas Ien SCREEN Src�RRN/ • ACU/•�_�/P DV em 4v EL. I SCS„ „ fG +rH_w L' - _ /$'•% n -- - ill i II �I - iIj --iLF__- 71 - -� T'' IF.—Aaap� I,ASFB A-2 17 CCS O6NTjopkU✓I (�� a N �s•S _�� Ln'�� ONuy_ OF__S'AzeAtF / �1tAN�JkRMEiL IIYE �S Biz- 6 WFST QLE- VATION ,a/ - /✓ter-- ,,eoss � �N e /v , $Th7G 3 NoRT+1 Fi-FVATIoN E � pvra✓rrGl�.�— �_S�F�,�7 (� x� r 9_ HOME FOR ED AND JOANNE BARRETT L. 81 ® ,� ��J / /!' �-r... * f�•�?Ip ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 Lbc/��Jp�/ SV^'• " _jf�.S -�� �:S�j �I EAST MARION NEW YORK ELEVATIONS A-8 c°� T2�S5fSS AR.'E Cfi'kBLG_ -- --- - ` s---\;� FRANK CHAPMAN, ARCHITECT 207-776-8600 ALLMCKAY �ND._ .aryL'rlS._p(t6 NoT. Q BINDS ASSOCIATES GROUP INC. P. E. 203-874-4441 I (' 46 BINDS ZERVOS CUSTOM HOME BUILDER 516-323-2526 i SPECIFICATIONS : Attached the Project Documents; H. Exterior siding 6" vertical "V" groove cedar with solid gray C.' Urethane finish on all oak: stair rail cap, window stools A. Drawings: Index is on title sheet (SP-1) . stain. Trim at top of gable end walls has trimmed out plywood (see floors as per Section 6 . All other interior wood paint white. Ali plans) painted white. walls and ceilings in house paint white. Interior of porch white B. These specifications. Specification Sections are the stand- walls and ceiling' bleach. ceiling Floor blh and 16 Sections. I. Exterior trim: #2 cedar with hard knots: eaves and rakes (soffit) of Entry white; garage floor no finish. as shown on plans, windows none, doors and other openings "brick mold" 1. General Conditions: or 1 x 4 , corners none. D. Tile on Wonder Board: floor, shower stalls and tub surrounds of all bathrooms including washer drier-half bath. Tile base in these A. The AIA Small Projects General Conditions shall apply. J. Soffits: porch and entry: cedar random boards; other sof- rooms on sheet rock. Hearth in Living Room tile with bull nose on Waiver of liens will be required. All work will be in accordance with fits AC plywood. Wonderboard, (see sheet 2) . Base in living room is wood, not tile. applicable manufacturer's instructions and industry standards. Tile is American Olean nothing fancy standard colors. I K. Entry Deck cedar. B. All personnel on the job shall be familiar with appropriate 1 10. specialties: portions of these contract documents and the project as a whole. All L. Screen Porch floor: cedar pallets with one platform step work will be performed using all the documents; not just the docu- down (4 'x 41 ) from porch to match cedar pallets on pressure treated Preway or Majestic 33" wide built-in fireplace and trim as per ments of a particular trade. frame. Section 11.C. Hearth in Section 9.D. 2 . Demolition and Site work: M. Interior trim: windows and sliding glass door have sheet rock 11. Equipment: returns on head and jambs; windows have oak stools. Other trim to be A. Provide silt fence below construction area prior to start of painted: pine, cedar, poplar, redwood, or OMB. , Finger joints are OK. A. The appliances will be furnished by the owner and installed construction. Silt fence shall extend 2 ' below grade. Base 1 x 4 and interior doors trim 1 X 4. by the contractor: 2 built-in ovens, cook top, 2 burner cook top, B. Clearing: N. Kitchen cabinets in Section 11. refrigerator, dish washer, washer and drier. B. 1. All trees and brush to be removed will be so marked by 7. Thermal and Moisture Protection: B. Kitchen, 4 baths, Studio, Living Room (see below) cabinets the architect. only brush or trees on the plan willbe removed' and counter tops: to be chosen by the owner: for pricing budget chipped and kept on site by contractor (contractor take firewood) ; A. Sill sealer. $18,000 for material only, not including built in Kitchen pantry. other trees and plants will be protected: do not dump material on C. Living Room TV and entertainment center cabinetwork same trunks of trees. B. Aluminum flashing, bent on breakpress, at all joints between standard of quality as kitchen decks and exterior walls, base of dormer, drips over windows/doors q Y (and wood storage alcove) above/beside fireplace. B. 2 . The Southold Board of Trustees prohibits machines from which do not have built-in drips, and termite shields. being used on the water side of the house below Elevation 12, where we plan the removal by hand of upland invading plants (primarily bitter- C. Foundation insulation at garage: 2" styrofoam at outside 12. Furnishings: none, shades by owner. sweet) but otherwise have very little clearing. of foundation wall from 1/2" below top of slab to top of footing. 13. Special construction: none B. 3 . Clearing will be coordinated with the builder to meet D. Fiber glass insulation (special note: insulation must be cut 14. Conveying systems: none his need for access. The architect will be on site during demolition and tucked around wires, blocking, and other obstructions; there if the builder wishes. must be no voids that will facilitate drafts within structural 15. Mechanical: spaces) : C. All soil material will stay on site as required by the A. Plumbing: Shown on P-1 and P-2 . Shut offs at each fixture. trustees and this specification. Backfill with onsite material. Save D. I. Inside of foundation walls at crawl space, from skim top soil, screen and spread. Provide grass seed. Water until grass coat to underside of plywood subfloor entire perimeter and under Insulate all hot & cold water pipes. Master bedroom shower pipes 3/4" . has taken hold (owner will not be there to help) . porch: 9" fiberglass with no vapor barrier. There is no insulation at g y B. HVAC: Two zone heat and air conditioning systems one each the top of the crawl space except under the porch. D. Septic system and well as for upstairs and downstairs) as shown on H-1 and H-2 . Opening to p y per Suffolk County Department of allow air exchange between Utility Room and crawl space. Health Services Permit Number "R 10 - 94 - 0045 as filed with the D.2 . Exterior walls: 5 1/2" fiber glass with 4 mil. poly ; Southold Building Inspector. attic 9" fiber glass; sloped cathedral over Study (approximately 100 16. Electrical: s. f. ) : 1" Hi-R or Thermax and 5 1/12" fiber glass with Propa Vent. E. Detention basins are required for storm runoff and are shown Poly throughout except cathedral. A. As per code and E-1 and E-2 and: on the plans. Two 4 foot diameter 4 foot high concrete dry wells with concrete tops are shown on the site plan. Provide support to stop E. Interior: for sound (over or under as the case may be) and B. All light switching, except those servicing fluorescent settlement under and silt screening around dry well. around bathrooms, bedrooms. over and around garage and utility, under lights or closets are dimmers (the inexpensive kind) . porch. Do not insulate floor structure over crawl space except porch. 3. Concrete: C. Prewire TV in Living Room and both telephone and TV in A. 2,500# 8 x 16 footings - _ - F. All exterior caulk silicone 10 year warrantee. bedrooms, Living Room, Porch, Studio and Kitchen. G. Roof: underlayment as per manufacturer and Ice and water B. 2 , 500# 8" foundation walls, 2" skim coat, 4" garage and Shield 3 feet from all eaves, valleys, rakes as shown on Sheet A-4 ; D. Alarm system: photo sensor smoke sensors are shown on elec- utility slabs. Provide 6 mil poly under with 6 foot lap and taped shingles: wood shingle starter course, shingles: architectural type 30 trical drawings and meet NFiPA requirements including bedrooms, Stu- joints. Anchor bolts 6' CC, 2 per wall minimum. year. National brand to be selected by contractor. Color to be dio, main stair hall, crawl space, heat sensors in Garage and Utility; selected owner and architect. burglar and low winter temperature system is separate and by owner.C. Provide moisture proofing around exterior Foundation walls owner to install monitoring and styrofoam insulation around garage exterior. H. Porch floor: Ice and Water Shield or EPDM adhered roofing system installed as per manufacturer; floor and wall joint: Ice and E. Central Vacuum System to reach all areas of the interior of 4. Masonry: none Water Shield or glued EPDM: 6" up side walls and posts (under trim) the house with a 20 foot hose including garage. and tucked under door saddles and down outside edge of porch floor. 5. Metals: aluminum termite shields, flashing (see Section 7) . Use premolded pieces as necessary to make corners watertight. Staple F. Underground power, telephone, cable TV from nearest existing and tape Tyvek over membrane. See Sheet A-5. Provide walkway pads pole. 6. Wood: over membrane and under pallets with gaps not to exceed 12" and con- tinuous pads at edges of pallets. A. Sills, deck assembly, any wood in contact with ground or concrete: pressure treated; wood in contact with the ground and 8. Doors and windows: exterior posts shall have ground contact tags. (sills have sill seal; - see Section 7) . A. Doors: front door: wood panel door with sidelight, Schlage "` - hardware, nothing fancy; garage door wood with lights at top, auto- �'�',.ut ° � �{"��•".� B. Studs: Douglas Fir Standard Grade or Better. , Angle brace matic operation; interior garage door: metal with closer. Interior and glue corner stud bays all walls intersecting exterior walls, doors single panel birch urethane finish with three hinges (12 1/2 'i Hurricane straps on all trusses and rafters (except cathedral at main butts) . Hardware good quality nothing fancy. entry) . Exterior studs 2 x 6. B. Windows and sliding glass doors: Andersen White Perma Shield C. Joists and rafters: Douglas Fir #2 . low E lass, argon filled. 4 4 9 D. Trusses: design sealed: N. Y. Registered Engineer. C. Porch screens: aluminum. Ttiree posts and return at each end are 4 x 4 trimmed out in cedar, trim to hold screening 1 x 2 cedar E. North side of building facing Dam Pond including porch: screwed. Screening aluminum. One wood screen door. See details Sheet glue sheathing to studs. Second floor east gable end is a wall acting A-5. HOME FOR ED AND JOANNE BAR RETT as a beam: glue sheathing and provide full sheathing edge blocking. See detail Sheets A-3 and A-4 . 9. Finishes: ROUTE 25 Dist. 1000 SECT. 023 BLOCK 1 PCL 6.1 EAST MARION NEW YORK F. Sub floor & Sheathing (CDX plywood/flakeboard) : floors: A. Exterior: stain gray to match neighborhood, trim and doors 3/4" T & G glued, exterior walls & gussets : 1/210 , roof, 5/8" CDX white; second floor Deck: rail only white after one year. No finish SPECIFICATIONS A-9 with clips. on deck floor. FRANK CHAPMAN, ARC,IITECT 203-776-8600 G. Flooring: all rooms except kit. , baths, laundry, studio, B. Gypsum wall board (note: screw installation, no nails) : 5/8" MCKAY ASSOCIATES GROUP INC. 'P. E. 203-874-4441 Grade "B" oak urethane finish, same as Zervos House. Studio to have garage, other 1/210 . Green board in bathrooms. Finish ceilings with- DI,Nos-ZERVOS CUSTOM HOME BUILDER 516-323-2526 unpainted exposed subfloor. - - out popcorn. / 6, I I ROOM FINISH SCHEDULE FIRST FLOOR WINDOW SCHEDULE DOOR SCHEDULE SPACE FLOOR BASE TRIM WALLS CEILING NOTES WINDOW MODEL R.O. R.O. NOTES DOOR WIDTH HARDWARE WIDTH HEIGHT COMMENTS ENTRY OAK 1X4 1X4 GYP. BD. GYP. BD. A ANDERSEN FWG 8068R 8 '-O" 6'-S" 1 3 '-0" LATCH SET W/ NIGHT LOCK 1 3/4" WD SOLID CORE LIVING OAK 1X4 1X4 GYP. BD. GYP. BD. (1) B ANDERSEN FWG 8068E e '-0" 6 '-B" ALUM SADDLE, WEATHERSTRIP PORCH CEDAR 1X4 1X4 EXT. CEDAR C ANDERSEN FWG 10068-4 9 '-9 3/4" 6 ' -8" 2 2 '-0" PRIVACY PALLET SIDING3 2 '-0" DUMMY KNOB & MAGNET D ANDERSEN DC3842 3 '-10 1/8" 4 '-5 1/4" (3) KITCHEN CERAMIC 1X4 1X4 GYP. BD. GYP. BD. 4 2 '-6" PASSAGE TILE E ANDERSEN 4442 4 '-6 1/e" 4 '-5 1/4" (3) LAUNDRY CERAMIC 1X4 1X4 GYP. BD. GYP. BD. F ANDERSEN AW351 3 '-5 3/8" 2 '-5/8" 5 2 '-6" PASSAGE TILEG ANDERSEN FWG 6080R 6 '-0" 8 '-0" 6 2 '-8" CLOSER & LOCK SOLID CORE M.BATH CERAMIC 1X4 1X4 GYP. BD. GYP. BD. ANDERSEN FWG 6080E 6 '-0" B ' -O" 7 16 '-D" ELECTRIC TOP ROW WINDOWS, TILE H PAINT MBR OAK 1X4 1X4 GYP. BD. GYP. BD. I ANDERSEN DC2462 2 '-6 1/8" 6 ' -5 1/4" 8 3 '-0" DOUBLE SWING, PIVOTS 5 '-0" 5 '-0" MBR HALL OAK 1X4 1X4 GYP. BD. GYP. BD. J ANDERSEN G55 9 2 '-4" DOUBLE SWING, MAGNET CATCH ED'S K ANDERSEN G436 4 '-0" 3 '-5 1/4" 10 2 '-4" LOUVER, PAINT WHITE CLOSET CARPET 1X4 1X4 GYP. BD. GYP. BD. L ANDERSEN DC3862 3 ' -10 1/8" 6 ' -5 1/4" 11 VOID JOANNE' S CLOSET CARPET 1X4 1X4 GYP. BD. GYP. BD. M ANDERSEN DC1832 1'-10 1/8" 3 '-5 1/4" 12 3 ' -0" PASSAGE GALLERY OAK 1X4 1X4 GYP. BD. GYP. BD. N ANDERSEN DC2032 2 ' -2 1/8" 3 '-5 1/4" 13 2 '-8" PASSAGE DINING OAK 1X4 1X4 GYP. BD. GYP. BD. 0 ANDERSEN 2446 2 ' -6 1/8" 4 '-9 1/4" 14 2 '-4" PRIVACY HALF BATH CERAMIC 1X4 1X4 GYP. BD. GYP. BD. P ANDERSEN CW16 2 ' -4 7/8" 6 '-0 3/8" (1) 15 2 '-0" PRIVACY TILE Q ANDERSEN A451 4 ' -5 3/8" 2 '-0 5/8" (4) 16 2 '-6" PASSAGE UTILITY CONCRETE 1X4 1X4 GYP. BD. GYP. BD. (2) (1) OWNER FURNISHES WINDOW, CONTRACTOR INSTALLS. THIS IS A VALU- 17 2 '-6" PRIVACY GARAGE CONCRETE 1X4 1X4 GYP. BD. GYP. BD. (2) ABLE STAINED GLASS WINDOW IN A STANDARD ANDERSEN FRAME. i 18 2 '-4" PRIVACY GARAGE (2) ALL WINDOWS ARE 7 ' -2" ABOVE FINISHED FLOOR UNLESS OTHERWISE ENTRY CARPET 1X4 1X4 GYP. BD. GYP. BD. INDICATED. 19 2 '-4" PRIVACY CLOSET I CARPET 1X4 1X4 GYP. BD. GYP. BD. (3) WINDOWS IN ED'S STUDY WILL HAVE HEAD AT 8' - 0" . 20 2 '-8" SLIDING (1) TILE @ FIREPLACE (4) THIS WINDOW IS A CLEARSTORY IN :ED' S STUDY 21 2 '-6" PASSAGE (2) BASEBOARD ON STUD WALLS ON TOP OF CONCRETE FLOOR AND FOUNDATION 22 3 '-0" PASSAGE WALLS. ALL GYP. BD. AND WOOD TRIM (EXCEPT OAK & CEDAR) ARE TO BE PAINTED. 23 2 '-6" PASSAGE SECOND FLOOR 24 3 '-0" SLIDING SPACE FLOOR BASE TRIM WALL CEILING NOTES 25 2 '-0" PRIVACY GBR I OAK 1X4 1X4 GYP. BD. GYP. BD. 26 6 ' -0" SLIDING G. BATH I CERAMIC 1X4 1X4 GYP. BD. GYP. BD. - 27 3 '-0" POCKET TILE GBR II OAK 1X4 1X4 GYP. BD. GYP. BD. G. BATH II CERAMIC 1X4 1X4 GYP. BD. GYP. BD. TILE STUDIO PLYWOOD 1X4 1X4 GYP. BD. GYP. BD. STUDY OAK 1X4 1X4 GYP. BD. GYP. BD. BALCONY OAK 1X4 1X4 GYP. BD. GYP. BD. CLOSET II CARPET 1X4 1X4 GYP. BD. GYP. BD. CLOSET III CARPET 1X4 1X4 GYP. BD. GYP. BD. ALL GYP. BD. AND WOOD TRIM (EXCEPT FOR OAK) ARE TO BE PAINTED. ALL INTERIOR DOORS URETHANE FINISH. - - HOME FOR ED AND JOANNE BARRETT ` ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 �'�� EAST MARION NEW YORK SCHEDULES A-10 FRANK CHAPMAN, ARCHITECT 203-776-8600 i MCKA1 ASSOCIATES GROUP INC. P. E. 203-874-4441 33 \ DINGS ZERVOS CUSTOM HOME BUILDER 516-323-2526 4 I � �ITJ�i CLG I Y�9P �nM-IISYL i ��pOIJND t- � - �AILE �I.ELZ=3NATEP7- l 177D')AIAJ U VA&J TP-) _ SYSTEM 0Y - 1 n � 1T1JE5 IN WInJTED� SELL CONT D7� � � 2ENIPjP7Js55- �- - �9_ - S-o Vi -P�-PF C9MP�USAT>3T>j' �� 1 W ELL 1 EW)O P-IJADF�7 ID' — � 37=PS 1 G-:�-_ 1 --TAI 1" EE__ \ _ _ �_J T�ITF-PL AAJ_ \ 37]BP-- EP_flPS MY5-r SEPTIC; --- tW rOL --00Uplpp- of - \\�� So F_FDLK _L'oU3].T`L S-E AZT'.a DEPT - n7-IS- - ip' 460q� 3ZATH-JAN 9�-__ q �yy JHOME FOR ED AND JOANNE BARRETT �P OEPT .4 4f,p O CD QO 'fy���. ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 * f EAST MARION NEW YORK PLUMBING p- .6983 3 � FRANK CHAPMAN, ARCHITECT 203-776-0600 FES ON MCKAY ASSOCIATES GROUP INC. P. E. 203-574-4441 DINOS ZERVOS CUSTOM HOME BUILDER 516-323-2526 —bT UDI (] G_UaST=jnAv4-_ FIXTURE TYPE W V CW HW FIXTURE W V CW HW �'�2��YV- TYPE �.. . =wZ� P-1 WATER CLOSET 4.. 2.. . P-2 LAVATORY P-3 SHOWER \\1 - - ( P_5 TUB 2" lk" �.. �}I KITCHEN SINK 2" lk" �.• y•. STUDIO SINK P-7 WASHING MACHINE 2" 1--0K15L T -WA-TE //.� ��']�/ 11 �i� �XJ WN EQUAL TO BRADFORD WHITE MODEL M-II-65R10DS * 65 GALLED STORAGE P L_U � V � ✓ I U G_ Fl I17�F, 20 GPM RECOVERY @ 90-F RISE * LOW WATT DENSITY HEATING ELEMENTS NON-SIMULTANEOVS 4500 WATT ELEMENTS * 240 VOLT 1 PHASE * MEET DOE AMD ASHRAE STANDARDS * III, LISTED * T & P RELIEF VALVE * PROTECTIVE MAGNESIDM ANODE ROD * INSULATION R=16.67 * CLASS LINED P-1 WATER CLOSET "WELLWORTH" KOHLER K3500-EB * VITREOUS CHINA * CLOSE COUPLED * SIPHON JET * ELONGATED HOWL * K4652 SOLID PLASTIC SEAT * ANGLE SUPPLY AND STOP P-2 LAVATORY KOHLER 2905 * ENAMELED CAST IRON * 4" FAUCET CENTERS * ANGLE SUPPLIES AND STOP * P-TRAP K6863 CENTURA SINGLE LEVER FAUCET P-3 SHOWER KOHLER K6874 CENTURA FAUCET * MATCHING SHOWER HEAD AND PERSONAL SHOWER P-4 TUB KOHLER K505 * CENTURA ANTI-SCALD FAUCET AND SHOWER POP UP DRAIN P-5 KITCHEN SINK JUST * MODEL 4k SL-2133-A-GR * 7V DEEP * 18 GAUGE STAINLESS STEEL * MOEN PULL OUT SPRAY FAUCET P-6 STUDIO SINK JUST MODEL It SLX-2233-A-GR * 10'F" DEEP * 18 GAUGE STAINLESS STEEL * MOEN PULL OUT SPRAY FAUCET P-7 WASHING MACHINE ROUGH ONLY WITH HOT WATER, COLD WATER, WASTE & VENT , P-8 LAUNDRY SINK JUST MODEL SLXD-2225-A-GR * 12" DEEP * 18 GAUGE STAINLESS STEEL * CENTRAL BRASS FAUCET 0148-A R /9y of NEWy HOME FOR ED AND JOANNE BARRETT �p Ti.4 40 5 . 'QT HTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 Q < ST MARION NEW YORK * A LUMBING P-2 119833 ���\ RANK ASSOCIATES ARCHITECT 203-776-8600 ff �" CRAY NOS ASSOCIATES OROUP INC. P. E. 203-874-4441 NOS SERVOS CUSTOM HOME BUILDER 516-323-2526 T?70Lam- 1- Control wiring shall be performed 1- CONTROL WIRING SHALL BE PERFORMED BY HVAC CONTRACTOR. 2- THERMOSTATS SHALL BE PROGRAMMABLE WITH BATTERY BACKUP. 3- SEQUENCE OF OPERATION: a) CHANGEOVER FROM BEATING TO COOLING SHALL BE AUTOMATIC. b) FAN OPERATION SHALL CONTROLLED FROM THERMOSTAT WITH FAN "AUTO" ON". r) DURING COOLING SEASON HEAT PUMP SHALL CYCLE ON SIGNAL FROM SPACE THERMOSTAT. d) DURING HEATING SEASON PRIMARY HEATING SHALL BE FROM HEAT PUMP. IP HEAT EOMI' CANNOT MAINTAIN SPACE CONDITIONS THE ELECTRIC RESISTANCE HEATER SHALL BE OPERATIVE. e) SUPPLEMENTARY HEAT IN BATHROOMS SHALL BE MANUALLY CONTROLLED. P — Y cscT umnfl SllPP-LY— T Ti \ . J 01 [71 act I — � = L XIZ) L- -_ au=5 � T_- TSL 0 1-FLEXIBLE DUCT LENS SHALL NOT EXCEED FIVE (5) PEST IN LENGTH a � • 2-EQUAL TO CLEVALE% TYPE 12FV AS MANUFACTURED BY CLEVEPAK CORP. 4" UP TO 40 CFM 6" 41 CPM TO 100 CFM 8" 101 CPM TO 200 CFM 10" 201 CFM TO 380 CFM 12" 381 CFM TO 600 CPM 14" 601 CFM TO 900 CFM 9 HOME FOR ED AND JOANNE BARRETT bO NE ROUTE 25 DIST. 1000 SECT. 023 BLOCK 1 PCL 6.1 O04�'f)� AST MARION NEW YORK C W.0 H-1 RANK CFUPMAN, ARCHITECT 203-776-8600 69633 MCKAY ASSOCIATES GROUP INC. P. E. 203-B74-4441 FESS)U \• RINGS ZERVOS CUSTOM HOME BUILDER 516-323-2526 -- �!HE A7 PU M _P -U 1j-17 , __ HEAP PUMP WITH ELECTRIC RESISTANCE SUPPLEMENTAL HEAT * EQUAL TO LENNOA MANUFACTURE INTERCONNECT INDOOR COIL AND OUTDOOR HEAT PUMP WITH LIQUID AND INSULATED SUCTION LINES * INSTALL AND PIPE IN ACCORDANCE WITH MANUFACTURERS INSTRUATIONS * PROVIDE CONDENSATE DRAINS * OUTDOOR THERMOSTAT KIT * DIGITAL PROGRAMMABLE THERMOSTAT HP-1 / AH-1 HORIZONTAL AIR HANDLING UNIT * MODEL CBSIB-51 NOMINAL 4 TONS COOLING CAPACITY 46500 BTU/HR * HEATING CAPACITY LOW 27 MBH HIGH CFM O HP18-461V**1240/1/60* 40/1MO* ELECTRIC BEATER 15 KW * OUTDOOR HEAT PUMP HP-2 / AH-2 HORIZONTAL AIR HANDLING UNIT * MODEL CBS 18-26 NOMINAL'2 TONS COOLING CAPACITY 24000 BTU/HR * HEATING CAPACITY LOW 13.6 MBH HIGH 24.6 MBH * 800 CFM * ELECTRIC HEATER 8 KW * OUTDOOR HEAT PUMP HP 18-261V * 240/1/60 rG Klo v ET � V _x 1zTHE YJES._Se�� l�pr- H-T r"m mOi HOME FOR ED AND JOANNE BARRETT ROUTE 25 ❑IST. 1000 SECT. 023 BLOCK 1 PCL 6.1 Q Tye EAST MARION NEW YORK * b r V s HVAC H-2 W FRANK CHAPMAN, ARCHITECT 203-776-8600 A MCKAY ASSOCIATES GROUP INC. P. E. 203-874-4441 ES DINGS ZERVOS CUSTOM HOME BUILDER 516-323-2526 Z E_C 1J P7 IT Y - • L��I��S- - Z1 1-�T AJ G F I XTUME-3- - h 1- SECURITY LIGHTS (TYPE 'J') SW.LL BE OPERATED THROUGH h LIGHTING CONTACTOR. E1'EEALL PROGRESS PIO-76 P6600-30 HALDGEN LMIPSb- DDITiLIGHT PROGRESS P6717 STEP BAFFLE R40 150, 2- !ASTER PHOTOCELL SHALL MAKE LIGHTS OPERATIVE FROM OVER TO DAME, C- CLOSET LICHi PROGRESS P7375 20W CIRCLE LMT ✓.STER GCDL00!: SHl.LL BE ChI'ASILE OF TURNING OFF LIGHTS. P- SHOWER LIGHT PROGRESS P6916TG EDW A19 LAD' 4- K01'I OR DETECTOR IIP EACH FIJTURE SHILL OVERRIDE SR4TCH IN MASTER BEDROOM AND E- CEILING FAR BY ONTER TORR ON ALL SMUTTY FINSTALLATION IF TI:iH COLTRACTFIXTURES. F- PARITY LIGHT LIGHTOLIER SERIES 409 CHROHE G- SURFACE FLOOFYSCERZ LITHONIA CB240A 2-4OR TUBES H- SURFACE FLDORESCER'T LITHONIA VA440A 4-4DW TUBES I- PORCELAIN rISTURE PASS b SEITIOUR CF HE CEPTACLE 60W LMIP J- SECURITY LIGHT DUAL HEADS * CAST VUUKINUH1 BASE" IDOW KETAL HALIDE LNIPS I:_ TRACT: LIGHT'S ALLOT $600.00 EA INSTALLATION IN BASE CONTRACT 4-TOTAL I SCONCE ALLOW $1DO.DC EA INSTALLATION IN BASE COLTHAGF 9-TOTAL I TV It it, .� g - � I I r.F ! I ��— �U�1T5 \ 55 � -- A So X20= TV 5 h9 0 O BERM— I�1.7� —I � �pr_ � r/ \ CE[7TD7AT �I ®r- 7S 7S M_ D_ 5 �T T- _Z� — FlECT- F- ( 5 O ��✓ 5 i BZwn— 1 -- I �_A-IT•r— ID•]n1>=o-I r 7nrrn�,7D- �/ \ � � /� " � = 6� � Z;�_-_ SERV ICE-- \ 0 1 ��DPF]I_'FYsrrtZ\�T— -- Fr, KW U ���rF�,-v SY M .�O LS r- O,MLEQUIPD:li1 EQUAL, TO . ARERED DN GENERAL ELECTRIC OR SIEMIARES 2- O]MIPLY KITH p'EMV„ UL, NEC N1p OTHER JURISDICTIONS 3- RIO\'IDE GROUNDING AS REQUIRED BY UEC. 15 240/1/60 . 400 AMTS FUSED AT 400 APOS * C/T COMPARTMENT '^ INDOOR SERVICE HEAVY DIITI' • COVER IITERLOCII I PADLOCI:ABLE HANDLE . SPRING REINFORCED So- suncx-mrma FUSE CLIPS * FEEDER 1500H - 33"C - ' `:P 240/]/GO . 400 AMTS • IH.O a SURFACE MOLIliTED * FEEDER P500M - 31,"C . 36 POLE J _0M_ OG- nrarrxcvo o!-..rrm HR£A]C:RS 1- 2 POLE 150 NIPS HP NIp 1- 2 POLE DO Ams ELECTRIC HEATER 1- 2 POLE 45 PS ELECTRIC HEATER _ ascsrrear-eaomm reuvr 1- 2 POLE 45 "PS HEAT ME wEcrnnae-vrs,rnen rnpur az u rvsrrxl 1- 2 POLE 25 AHTS HEAT POMP accrrrnao- esm 1- 2 POLE 30 AMPS NATER HEATER AHCentrel Vacuum System to reach Ell EreaM Of the ]B- I POLE 20 Interior-ofthe hots¢ _ DRi vooa sevv ]- 2 POLE 30 ,PS PS HELL Pg garage.UMP With a 20 foot hose including err h,.�ol 5- I pole 20 AN, srgRes , rnoa s- 1 POLE SPACES _ ,j _}'' ,y_�_ �?_� '(.fin' P BREAKERS . ISD -2 * MCD * HECESSF:➢ . FEEDER ['1/U - ]�"C - 42 POLE li �R�' N . 'f1OME -TOR-ED '.AND JOANNE BARRETT ➢RENOSRS 1- 2 POLE 60 NIP OVENS Ai" �µrJ.,y/\b,� 1- 2 POLE 30 AND RANGE TOP Q�� fi>c�rL�\ ROUTE 25 DIST. 1D00 SECT. 023 H3/JCK 1 PCL 6.1 1- 2 POLE 3D AHI' SURFACE BURNER � } ��r!1_-''�a?.!'� j THOPT KF5 L NEW YORK ]- 2 POLE 30 NIP DRYER it 3 1R- 1 POLE 20 Amp 5- ] POLE 10 NIP SPARES + . ! , ELECTRIC - 5- 1 POLE SPACES �✓ 6963 /P •1L l! Il V I CONNECTED LOAD - 46900vn DEMIM'll LOAD - 33GODvo anjL ��y` ?;H ✓� VH104K+CHAPMAN'MRCHITECT ` C2D3-776-B60D _ ,-•`( �, �T: '!',' ./. 1MOKAYIkE6DCIATEG MROIIP=NC.`4,:1£;'.CD3-874-2441 "L �INO6ERVD6+CU6TDM 430MEI�UIhDER ^516-323=2526 - ILL I x--r- I -;i`- _ •----.:,ice,.+r ''[r1" ..� .•r ,P .i1u .;1..:.i.-._ .�•��.t�T�k.v,:._. .v.;5 '•�;�:: I A1i1� TP 3�P 5S]Al./ip �\ �•71ETFPJ \ ` \ — 1 �TIT��- J ��ypTYTD37D. TV TV T Sam T T 173D73T,7p M I K E - �jc-LE @) T F r a, --sO - L317� I =Z)EZ O PArl TV E 1— T— 11— is � J FLOC)?' ��z��-c n� o �� 4�,W 0-- 01 -1/Y mvn. f�ID, • • n (( r �5.. FN ✓✓\ HOME FOR ED AND JOANNE BARRETT »^,.. . .^••• .o v.,. @ �'' < .� ROUTE 25 DIST. 1000 SECT. 023 BLOCK I PCL G.1 EAST MARION NEW YORK ELECTRIC E-2 n... .ao.. m. ,..... �'�:ice.. •S EBB93 �f}�S��C�p-` FRANK CHAPMAN, ARCHITECT 203-]]6-8600 MCKAY ASSOCIATES GROUP INC. P. E. 203-879-0991 DINGS 2ERVOS CUSTOM HOME BUILDER 516-323-2526 I ,l