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HomeMy WebLinkAbout23258-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25715 Date: 05/08/98 THIS CERTIFIES that the building NEW DWELLING Location of Property: 380 PRIVATE RD #27 SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 7 Lot 32.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 13, 1996 pursuant to which Building Permit No. 23258-Z dated FEBRUARY 23, 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 OPEN PORCH AND TWO CAR GARAGE UNDERNEATH AS APPLIED FOR. The certificate is issued to ANDREW K LUTKOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-95-0080 04/08/98 ELECTRICAL CERTIFICATE NO. H3430 04/29/98 PLUMBERS CERTIFICATION DATED 04/13/98 TIMOTHY HORTON PLUMBER Building Inspector Rev. 1/81 % FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) r� Date ......'.2/ 3....................................... 19.a .��.. NR 23258 Z Permission Is hereby granted t ..��1�........ �.................. ..................... ... /..�9�1........ to . �rd-W. A. .. .....c r.. c/ ....... . ...... . . :. l" 1.....ce. .... . . . ...,.... ...... ...... .. Owe � ........ .. . ... . ........ ...�...... .. -.. .......... . ... .y at premises locatedat...:&!&J...� :... . .' .. .......!�'.'.... .... ...Y.v.!..... . . ......................�.ryy.............,....................................... County Tax Map No. 1000 Section .......7.9.......... Block..........,l.............. Lot No. ..... pursuant to application dated ..... k .........•/•...................••••. 19. f6......... and approved by the Building Inspector. Fee s� . ✓�� ....uilding Inspector Rev. 6/30/80 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N�� 22934 Z t� Date ...L!/f.............................................. 19.(.. Permission is hereby grantedtr 0/0' C61114 to. .44.WGl .� ...... ... ...�-4�<.. . , ....... .. . . . . '... ... ..9 I C�e../......./,....... ... �..... . % ..... .. . .................. ...... . at premises located at... ... d.. �� ... ... � ............................ ................. ......... a �� /�i�� .................. ...... ............................. County Tax Map No. 1000 Section ........74Y........ Block............7......... Lot No. ....c .r.. ...... pursuant to application dated ..../ .......... 19... ., and approved by the Building Inspector. Fee Fee 5.... r-J.. l . . -A� ..................... Building Inspector Rev. 6/30/80 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN 765-1802 L Y fC.4 ' $ APPLICATION FOR CERTIFICATE OF OCCUPANCY M1` 91 DG. DEPT f LITHO D A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 a 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 $25.00, 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 Buildine - $100.00 3. Copy of Certificate of Occupancy - .25¢. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $P.00, Commercial $15.00 �/ Date .. .s 7��� . .. . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . .X. . . .. Old Or Pre-existing Building. . .. . . .. . . . . . . Location of Property. �.�'O..PVZ `•LZ ({lfYltRUI... . .. .. .. .. . . . . . . ..� . .. . .... . . . . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property. . .AIVA�i' �. .�-4lrk�O,4<d��F. . .--../.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. .. 0.76. . . .Block. . . .. .rr.( . ... .. . .Lot. . . . 2.-:.Z-. . . . . . . . . . Subdivision. .11. .. . . . .. . . . . . .. . . . . . . . . . . . . .. .. . . . . .Filed Map.. .. . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . �JPermit No. i S?. Z. Date OOf Permit. . . . . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . .� L . . . . . . . . .. . .. . .Underwriters Approval. .Y/W?�K . . . . . . . . . . . . . . Planning Board Approval. . . . . . .. . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . .. . . . . . . Final Certicate. . . /�. . . . . Fee Submitted: $. . . fir. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPLICANT IELD_ NSPE�LTION–REPORT_– DATE –'----___ ____ COMMENTS ____ ---- WOF � - '•' i '� `-off'. y 'OUNDATTON ( 1ST) —ii y 'ODNDATION (2ND)__ ------- ----------- n I e e2q — ®� n 3/ I II -OUGH FRAME & ---ii PLUMBING � u � ii it _ I � RSDLATION PER N. STATE ENERGY n ✓ �°� \ � CODE 1 1 II jj r Il Lt- II II �I II 11 qI ---FINAL— fl 11 ADDITIONAL COMMENTS: A,f 12 a \ I y I .1 I Z — I p � � c ✓p��S ,OG :%ham _ 1 Town Hall, 53095 Main Road _ Fax (516) 765-1823 P. O. Box 1179 Telephone(516) 765-1802 Southold, New York 11971 y ® OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: / g Building Permit No . 23-259 7. Owner: �b/1&) 1a11e'6cdje1/° (please print) Plumber: �,� a, crL/�� (please rin ) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( l u eS i,gnc-ir x:c—__.___ Sworn to before me this day of (L 19q Notary Public yq ) � j unto LSF oSoFreLiL DEBORAH A.NORTON Notary P�4YS11o7 of York ELECTRICAL INSPECTION SERVICE INC. 375 DUNTONAVENUE EASTPATCHOGUE,NEW YORK 11772 (516)286-6642 H3430 DATE: 4/298 APPLICATION Na.ON FILE VILLAGE: Southold TOWN., Southold ADDRESS: 980 Private Road 927 ISSUED TO: Andrew Lutkowski INMODUCEDILY: Above LIC Va.- wag examined on 429/98 and found to be in compliance weth theNahonal Electical Code LOCATION: Base.. ,xx 1st %X 2nd xx 3rd Athc Det.Garage Hot Tub Pool SWITCHES RECEPTACLES FIXTURES I HEATERS I FANS G.F.I. AIR.COND, 46 64 35 3-paddle 7 DISHWASHER DRYER CLOTHES WASH. GAR DISP. RANGE OVEN SMOKEDETECTOR 1 30 AMP. 20 Amp. 6 FURNACE OIL GAS CIR. MOTORS BELL IRAN. SERVICEDISCONNECT 6-f 1 ARM AWS PAASH 1 200 UG OTHER EQUIPMENT 1-20Amp. waterpump 1-20Amp.spec. 1-8Jt. track- - - — 1-2 ft track -- -- - - _ - -- --- — -- _ 2-4 ft. track HUGO S SURDI PRESIDENT BUILDING PERMITNO. Ibis ayti(calemus[notbe eltaedinanymamer Inape`too+smaybeidmtiLedbyW®[madmtiels SLUE ORIGINAL YELLOW COPYPINK COPY OFFICE P.O. Box 5•CUTCHOGUE, NY 11935 •(516)734-6058 July 14 , 1995 Mr. Tom Fisher Southold Town Building Dept Main Road Southold, NY 11971 Dear Tom, Enclosed is application fee of $75.00 , approved surveys from Suffolk County Department of Health Services, and title search. As per our previous conversations, please issue Conditional Building Permit for my clients Deborah Horton and Andrew Lutkowski. Please send to me. Thank you. Sincerely, JUL 18 1995 Ja pse 1,._.._..- pg�M1d �'tl VTIH1LO SOWN F'jL�G. J� '' W44� 71 i AUG— iS-95 TUE ii : 37 WARD LOG HOMES P • O1 pa„E; November 18, 1988 7^; All Sales Representatives QOM: Ward Sates Department SU 8tc: : Component energy Data it 0 post-It'" Fax Note 7671 puggaM —�� From Cq,mgpL Oa ' Nhono n Fhono Y 7110(a S Fax A FX` 'Energy Data i Energy codes and compliances have become increasingly demanding throughout the United States. Code officials are requiring more information than ever before concerning individual ealdulations and data. Therefore, in order to assist our home owners and Sales IeWsentativss, Ward has compiled a booklet of individual component energy data, based on the typical materials +� supplied in our packages. Wd are pleased to enclose for yout"teview and use, a copy of the above mentioned energy data on specific Rard components. tae hope that this information Will be valuable to year efforts. If we may furnish you with, any additional information at this time, please ` do not hesitate to cootact 'us further. F1U'G- 15-95 tUE 11 : 3? WAkD LOG HOMES P . 02 i� ,,WARD ' LOG HO ES 6 COMPONENT ENERGY DATA' s ov 6 t F k ��m•a�gw� `) bQ(y�1 J� arl� 4 1 l� ES �M14Mt1of _.______,._______________,_ ,. ________________ -C; 159TIDE 11 030 WARD LOG NOHES WARD sheet 1 TYPICAL R%TgRIU_R_WALL DETAT� � I k'` 'x . 5" �HfiRN WHITE CI;pARLOGS R = 1.54 @ 0% Moisture (Equilibrium Moisture After one Year) 5" Log . . R = 1.540 x 5 = 7.70 I„h R Value A Inside eur£ace B Log .68 C Outside Surface 7.70 .17 8.55 R z 8.55 ---------- ... . . A1UG- 15-95 TUE 11 : Z8 WARD LOG HOMES P . 04 ".4 WARD Sheet 2 jmm t 237# Asphalt 1/2" Air Space Shingles Rigid Insulation I 15# Felt 3/4" Pine Panelling 20 Strapping 2' Minimum 9" Purlin 0 a 1 Average V-31, o.c. 6Thickness 'K 711 Tr gi_gkd jgsulAt Lou Thickness 4" 31F 2 At Air Space A. Outside Surface .17 #17 .17 .17 B. Asphalt Shingles .44 .44 .44 .44 C. 158 Felt .12 012 .12 .12 D. 5/8" Plywood .70 78 .78 .78 E. 1 112" Air Space 06 v76 .76 .76 P. insulation 36,00, 28.20 21.60 14.40 G. 3/4" Paneling (1.417) 1.06 1.06 1.06 1.06 R. Inside Surface 161 -61 j61 "I" Values 39.94 32.74 25.54 18.34 2. AtStrapping A. Subtract Air Space .7676 -' -- �16 .76 i` 324Y Yi.78 17.58 B. Strapping (1.359) 2.04, 2 Q4_1.� J,L4 2_04 "R" Values 41 .22 34ill 26.82 19.62 MH tot H t F1 0 t5 OW WAkD Sheet 3 ti $I' Insulation MA + .024 U 39.94 41.22 40-08 R 4" insulation 646$ + .030 U 32.74 34.11 33-00 R 3" Insulation AM + U010. = .038 U 25.54 26.82 25,67 R 2" Insulation AM + L-IP 4 .054 U 18.34 19.62 18.46 R 4. Thickness It 3" 211 Aggregate Roof 4048 33.00 25.67 18.46 B. 7" Puriin (1,640) 10.78 a 10.78 L0.78 1078 50-06 43.78 36-45 29.24 ka 5. Aggregate Sr 51' Insulation 846$ + AAAA .024 U 4" Insulation 40.08 50.86 41,49 R 484-61 + --;54 = .029 u 33,00 43,79 34-36 R Insulation -806 4 .1548 .037 0 25.67 36.45 26.95 R 211 Insulation .8468 + jA4% = 051 U 18.46 29.24 19.60 R 0 UE 11 : :9V WARD L- HOMES �` P' : C3 xLy,. , fw»ww4 .. pSWt�' �°hh WARD Sheet 4 TXP .CAL TRUSS ROOF SXSTEN Asphalt Shingles -� 15N Felt 5/8 Plywood i Preastembled Roof Truss @ 24" o.c. 1jr. Vented Air Space Insulation + 3/4" TH Wood Paneling CALCULATE U VALUES 1, At Insulation i Insulation R Value R-16 R-30 R-38 A. Outside Surface (Still Air) .'I ,M .92 .92 B. Insulation 16.00 30.00 38.00 C. Ceiling Paneling 1.20 1.20 1.20 D. Inside Surface (Still Air) .92 .92 .92 R Values, 3 .04 41.04 � 2. At Bottom Chord (M) A. outside Surface ,92 .92 .92 B. Bottom Chord 4.06 21.31* 30.31* C. Ceiling Paneling 1.20 1.20 1.20 D. Inside surface .92 .92 ____,92 R Values 7.10 24.35 33.35 f * Plus Insulation 3. Aggregate i t R16 _ 938 + X062 057 U 19.04 7.10 17.54 R R30 .938 + .062 = .030 U 38.04 24.95 33.33 R R38 _938 + .062 = .024 0 41.04 33.35 40.65 R WARU Sheet 5 TYPICAL FLQpR_DETAI,L 16" 161.__�... Plywood C _ Joists Insulation CALCULA!f.Fy,,U,VALU..B._�1$TH ,Nb,,YNSULATION R Value 1. At Insulation A. Inside Surface •92 B. 5/8" plYwcod .78 C. outside Surface - 42 (Still hit) 2.60 �l 2. At Joist A. Inside surface .92 B. 5/8" P1Ywood .78 C. Joist (2xlo) Min. 12.57 9.25 @ 1.359 D, outside Surface ,- 92 15.19 . 3. Aggregate MOO + =09 % - 354 U 2.60 15.19 2.82 R 4. Calculate U Value With Insulation R13 ' I At Insulation 16.52 Floor, Insulation & Air Space (.92) , At Joist 15.19 'I Aggregate 906h + .099$ - .060 U 16.52 1.9.19 16.66 R 5. Calculate U Value With Insulation R19 At Insulation 22.52 At Joist 15.19 Aggregate + _Q94$ - 046 U j 22.52 15.19 21.59 R fUG715-95 TUE 11 : 40 WARD LOG HOMES, P . 08 WARD Sheet 6 TYFICAJ�WAIL DETAIL �CONC1tETE FpUNDATION ' d„. •. .d �' 7" I� a• 8" Concrete Wall 1" Insulation k i 1. Calculate "U" Value R, VALUE A. Exterior Surface .17 B. 8" Concrete Wall - Med. hgg,, .64 C. Inside surface .60 Total R 1.49 o = 1/R = .67 i 2. Calculate "U" Value With R = 5.88 Insulation A. Total Wail 1.49 .e. 1" Insulation 5, 88 7.37 "U" = .14 3. Aggregate = 254 Above Ground - 754 Below Ground C = .25 ( .14) + .75 (0) = .035 U = .035 R = 23.4 i, ❑sie '�`Z"a "shT,' dNt"a'�ID"z�u x.._______________ =.____________________________7_ s IV . 09 AUq-' J5"95S TUE 11 : 40 WARD UOG HOMES WARD Sheet 7 W1IVDDWS_ USED,_1N..WARD_ BUILDINGS Area Dual Glaze Triple Glaze Lop "Ell 3046 15.0 1.92 3.13 3.30 28310 11.5 1.92 3.13 3.30 28210 8.7 1.92 3.13 3.30 2032 7.3 1.92 3.13 3.30 C23 12.0 1.92 3.33 3.30 A31 6.0 1.92 3.33 3.30 AND SES GJ,IDING DDDRS PSW 51, or R 32.1 2.00 3.03 PSW 6L or R 41.2 2.00 3.03 PSW 8L or R 54.9 2.00 3.03 ( ' PSW 9L or R 60.6 2.00 3.03 PSW 12L or R 81.1 2.00 3.03 PIKED PANELS PSW-3 21.9 2.00 3.03 POW-4 28.8 2.00 3.03 HROSCO WINDOWS Area Single Glaze With Storm 32 x 24 15.0 2•20 28 x 20 11.5 2,20 27 x 14 8.5 2.20 ___ 1 � AUQ- 15-95 TUE 11 : 40 WARD LOG HOMES p _ 1O WOD Sheet 8 DOORS USED_�N ,[VARU.NCII_L���1G$ Horgan„-----S Q94.] A�r,ea R.,VaI ues � Without Storm With st_oz_m H 7119 3-0 x 6-8 20.0 1.96 5.22 DE920 3-0 x 6-8 2010 5.88 W�RD,LOG,DOOM Log 3-0 x 6-8 20.0 5.88 .I 4, 1' {k{ S { n X y ?9KauG� ik5-`',"ruE '`i 1 : 41 WARD Lou '`iioMEs p=er i i UO LE I REVISIONS & ADDITIONS TO COMPONENT ENERGY DATA II I Page II Because some of the agencies required the R Value of the log wall be calculated at 12% moisture instead of 8% moisture, this page has been revised accordingly. Please insert enclosed new page I and discard the old one. Pap„ 8 A request by some of the agencies required that we use the exterior door rough opening instead of the net opening. This page had to be revised. Please insert enclosed new page 8 and discard the old one. Page 9 This page has been added to the booklet to complete the component information. Please add this,',Page to your copy. I 001 • I ' I I I )IST111BUTE All Ward-5gles Reprgsentativ ISSUED BY Norm Huber& )OST -Noyp. h�hPr17. 1988 TITLE Flan+ fn r PHONE 1_100_311-156 1EMOVE DEPARTMENT, DATE Nov m� her. 3n; . 198 �a. -- ----- %AUGr- 1S—'95 TUE 11 41 WARD LOG HOMES P . 12 10/13/88 ;•i ' ; . ';, Sheet 1 WARD NORTHERN WHITE CEDAR LOG WALL i R VALUE AT 12% MOISTURE r 1'iry. Use as Preliminary Reference - Forest Products Laboratories, Wood Handbook USDA 072 1975 Edition. Calculate thermal conductivitY (K ) according to equation (P3-19) K = S ( 1 .39 + 0.028 M ) 4 0,165 M = t2% Moisture 5 = .31 K a ,31 [1 .39 + 0.028 ( 12.0)] + 0.165 = .7000 U R = 1/.7000 ' 1 .4285 TYPICAI: EXTERIOR WALL DETAIL I R = 1 .43/inch c, t VA V4. AVERAGE 5' log 1 .43R = 7.15 R Wali R Value a Inside Surface .68 b Log 7.15 c outside Surface -.17 i 8.00 <n>y�.aF?i aiN'.. COY. "r#4`,�.S..l' • f - '- low WARD Sheet 8 DOORS USED IN WARD BUILDINGS Morgan Wood Steel Insulating ward Log (Cedar) M7119 3-00-8 B9920 3-0x6-8 Log 3-0 : 6-$ good or Steel Ates 16.0342 16.5343 29.4615 Square beet Qlaas nre�► 6.0000 5.4999 .0347 Square Feet Total AteA 22.0342 22.0342 24.4962 R:O. $quare Beet "R" Value 3.23 5.88 3.56 b. without Storm I "R" with storm 5.22 Er t �k S. L F, f" I (` 4 ^4 L S __ .._ _______________---s_____L,212"k?@� , .�""£s-9t_.._ AUG. 1 5-135 TUE 1 1 : 42 WART] ' Loa NO MEs L P . 14 WARD LOG DOOR R VALUE Sheet 9 Door Size 3'-O" x 6'-8" Door Average Thickness 2.5" Northern white Cedar Rough Opening 3'-5 1/2" x 7 '-1" Glass fiize 3 -' 5" x 10" Rough Opening Area 7.0833' x 3.4583 24.4962 ' Glass Area .0417 x .8333 = .0347' Conductivity Northern White Cedar at 12% Moisture = .7000 r R = 1/.7000 = 1,43/inch Cohductivityrof 3/16" Glass Ashre P 572 = k.59 R 1/.56 x(.1875 .32 i 1 % Wood Area 24.4962 - .0347 = 24.4615' R Value of Wood 1.43 x 2.5" = 3.58 y 1 ( R Value of, Glass = .32 1 Aggregate as follows: _ + 0 7 - .2812 J U " �8 L4.A9621 .87 (._ 34 1 - , 24.9962' R = 1/•2812 = 3.56 Total R a. Inside Surface .68 b. ' Log Door 3.56 c. Outside Surface .17 4.41R M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ } FIREPLACE & CHIMNEY REMARKS: d ,1r DATE INSPECTOR r. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: ✓C L� /�L/j�"�V �5''j � "�'L '�aJtJD�L- �GG✓G✓/6t�eA2�-d"'3'� DATE �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ZROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 3 0 INSPECTOR �. M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: . - f �; A f DATE 7 INSPECTOR 1 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ I/f/ROUGH PLBG/S4t [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE �& CHIMNEY REMARKS: DATE 3j INSPECTOR r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 5,4"f '-e DATEINSPECTOR PAC-1824 7 V A R I A N C E S E A R C H COUNTY OF SUFFOLK) SS : STATE OF NEW YORK) JEANNE ANSTETT, BEING DULY sworn deposes and says: That she resides at 386 Marcy Avenue , Riverhead, New York and is over the age of 21 years and that she is the Office Manager of PECONIC ABSTRACT, INC. , and that under her direction title was examined to the parcels of land described on the annexed schedules . That said examination made to include 5/15/94 and said town to disclose if subject premises is in fact single and separate ownership as appears from the chains of title annexed hereto and that the effective date of the applicable Zoning Ordinance is 01/01/57 . And that this affidavit is made to assist the Board of Zoning Appeals of the Town of SOUTHOLD and to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof . CO C ABSTRA , INC. BY NNE ANSTETT FICE MANAGER SWORN TO BEFORE ME THIS 5TH DAY OF JUNE, NOTARY PUBLI STEPHEN P.JIURGH otaryPublic,SNewYork No.4906864- Count Commission Expi 5, 19r SUBJECT PREMISES : 1000 - 078 . 00 - 07 . 00 - 032 . 002 George M. Tisdale and Liber 2341 cp 164 Helen B. Tisdale, his wife Dated 1/17/44 to Recorded 2/7/44 Julius Zebroski Julius Zebroski Liber 7642 cp 93 to Dated 5/16/74 Irving Wexler Recorded 5/22. Gladys Wexler executrix of Liber 8854 cp 340 Irving Wexler deceased Dated 7/1/80 to Recorded 7/18/80 Gladys Wexler Gladys Wexler died 11/29/93 New York County, No . 546-94, Barbara Strauss and Richard Wexler appointed executors LAST DEED OF RECORD ADJACENT NORTH: 1000 - 078 . 00 - 07 . 00 - 033 . 000 George M. Tisdale and Liber 2341 cp 164 Helen B. Tisdale Dated 1/17/44 to Recorded 2/7/44 Julius Zebroski Julius Zebroski Liber 6332 cp 568 to Dated 4/8/68 Charles M. Seidermann Recorded 4/17 Charles M. Seidermann Liber 7154 cp 447 to Dated 4/27/72 Gladys Wexler Recorded 5/8/72 Barbara Strauss and Richard Liber 11715 cp 449 Wexler executors of Gladys Wexler Dated 2/16/95 to Recorded 2/21/95 Brett A. Carlson and Linda S. Carlson, his wife LAST DEED OF RECORD PE NI ABSTRACT, Y 7�-- J NE ANSTETT OF CE MANAGER SWORN TO BEFORE ME THIS 5TH DAY OF JUNE, nO°�` NOTARY PUBLI STEPHEN P.S BUn6H R r ;�9 w, otarY Public,St e r t New Yor �' - - �� No.4906864- ut alk Count ommission Expo, s ct.5, 19 — J�1� � 8 1995 ADJACENT NORTHWEST: 1000 - 078 . 00 - 07 . 00 - 032 . 006 George M. Tisdale and Liber 2341 cp 164 Helen B. Tisdale Dated 1/17/44 to Recorded 2/7/44 Julius Zebroski Julius Zebroski Liber 8729 cp 235 to Dated 11/6/79 Samuel Wilkinson Recorded 11/1 /7 LAST DEED OF RECORD ADJACENT EAST: 1000 - 078 . 00 - 07 . 00 - 036 . 000 Julius Zebroski Liber 3680 cp 585 to Dated 4/5/54 Helen Doma Recorded 4/19/54 Helen Doma Liber 6209 cp 159 to Dated 8/12/67 George Schmidt and Recorded 8/25/67 Anne Schmidt George Schmidt and Liber 8400 cp 275 Anne Schmidt Dated 2/22/78 to Recorded 3/1 /78 Richard A. Pandolfi and Gladys P. Pandolfi LAST DEED OF RECORD qOFCE BSTRACT, I E ANSTETT MANAGER SWORN TO BEFORE ME THIS 5TH DAY OF JUNE, NOTARY PUBL C STEPHEN P, PA BURGH otary Public, tate t New Yo No. 4906864-Suf Ik Count Commission Ex ire Ct.5, 19— 'JUL , 19 'JUL 1 8 1995 ADJACENT SOUTH: 1000 - 078 . 00 - 07 . 00 - 032 . 008 George M. Tisdale and Liber 2341 cp 164 Helen B. Tisdale Dated 1/17/44 to Recorded 2/7/44 Julius Zebroski Jean H. Tuthill, Co. Treasurer Liber 8959 cp 374 to Dated 2/10/81 County of Suffolk Recorded 2/11/81 County of Suffolk Liber 9261 cp 76 to Dated 9/.14/82 Julius Zebroski Recorded 10/26/82 Julius Zebroski Liber 9586 cp 384 to Dated 6/14/84 Robert Waddington Recorded 6/21/84 Robert Waddington Liber 10632 cp 356 to Dated 4/28/88 Joseph Macari Jr . and Recorded 6/28/88 Alfred Skrzypecki Joseph Macari , Jr . and Liber 10965 cp 109 Alfred Skrzypecki Dated 6/27/89 to Recorded 11/14/89 Kit Realty Inc. Kit Realty Inc. Liber 11128 cp 377 to Dated 8/20/90 Paul Glantzman and Recorded 8/29/90 Sara Glantzman LAST DEED OF RECORD ;;J I ABSTRACT I C. NE ANSTETT ICE MANAGER SWORN TO BEFORE ME THIS 5TH PA``.L�..Q�' J' —IT93 j NOTARY PUB ,IC STEP} I N Nr, Notary N bl' ,Sta e SPAN3U�40 M yorh o.99 R, n.suffom oont Commis jo Expiros Oct. 19s1 Al 1 & 1995 ADJACENT EAST: 1000 - 078 . 00 - 07 . 00 - 037 . 000 Julius Zebroski Liber 3660 cp 93 to Dated 1/2/54 Harry Tausinger and Recorded 3/5/54 Mary Tausinger Mary Tausinger surviving tenant Liber 9071 cp 13 by the entirety Dated 8/24/81 to Recorded 9/17/81 Leslie Gazzola and Stella Gazzola LAST DEED OF RECORD qPECONNIBSTRACT, C AIZ ANSTETT MANAGER SWORN TO BEFORE ME THIS 5TH OF THENUI NOTARY PU L tmotVork oPmission Ex fresOt 5 19tY � ff" JUS , I FORM NO.'!.- 3 SETS OF PLANS . . . . . . . . • TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . .:.. . . . TOWN HALL SEPTIC FORH . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 Il OT I FY ; ,1 �/ CALL FxaInincd . . ,1. . . . . . . . . . . . .. 19/FS.J MAIL TO : Approved . . V. . . . . . . ., 19�51'emilt No. Disopprovcd a/c . . . . . . . . . . . . . . . . . . . . ✓ . . . . . . .•. i� Luh Lk- . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . a-. . . . . . . . . . . . . . . . . . . . . .... . . .. . '7 f • . . . . . (BC'ldino . Spector) APPLICATION FOR BUILDING PERMIT e Date �1 . . . . . .. 19 N� INSTRUCTIONS RUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Pee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the piemises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit aulhorized inspectors on premises and in building for necessary inspections. \ x>� . . . . . ... (Sign tore of applfcant,%or name, if a corporaltn) / (Mailing address of applicant) Slate whether applicant is owner, lessee, agent, architect, engineer, g nera/l contractor, electrician\, fplr m er' ol abuilder. . �J.T�Z.t-1'�'. . . . . °`r�.(L: . . . P1e�.�`¢�v✓ . .�..•.�"�.`��/. �k-�. . (.�.r•'�Q r(r�!`1. . . !"l�R,`�'4!�. . . . . . . Name ofownerofpremisesi (Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . .1. . . . . . . . . . . . . . as on the tax roll or latest deed) If applicant is It corporation, signature of duly authoriied officer. ly}.4✓. . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . (Name and title of cot pot Itte officer) Builder's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Number's License No. Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . DAF I . Location of land on which proposed work will be done. t , • • �' ` Q�* . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . Ilouse Number Street r7 hamlet County Tax Map No. 100,0jSecton '�. . . .. . . . . . . . Block . 1. . . . . . . . . . . : . . . Lot . '.v . . . . . . . . . Subdivision��� .(,/ Filed Map No. . . . . . . . . . . . Lot . . . . . . . . . . . . . . . 2: State existing use and occupancy of premises andf intended use and occupancy of proposed construction: a. Existing use and occupancy . . . V. .(�--A.N.: -. -L.(a.N/. .i. . . . ./. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . . . ! .F�t? )�.v. . . . .P.t^!�.LL).JYj. . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r • • • • • • • • . . , ch aP licable): New Building , .I(, , • , , , • Addition , . . ... . . . . . Alteration 3. Nature of work (check which a Repair vat • Demolition . . . . : . . . . . . . . . Other Work . . . . . . . . . . . . . . . 4. Cstimaled Cost , . `1 ,I(a4� (Description) . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. If dwelling, number of dweltirig }mils . . . , ,I, , , (lo be paid on filing this application) . . . . . .. Number of dwelling units on each floor . . . . . . . . . . . . . . . . If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . 7. Dimensions of existing structures, if any: Front . . . . . . . . . . • ' ' ' ' ' ' llcigirt Rear lleptlr . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . Number ofSlories . . . . . . Dimensions of same structure wif li alterations or addi. . . tions:. . . . .Front. . . Depth . . . . height . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . 8. Dimensions or entire new c Num Number of ries . . . . . . . . . . . . . action: Front . . . . ,��, Rear . . Height . . . . . . , . 3. . . lleptlt .). . . . . . . Ver of Stories , �! ,.. . . . , , 1 . . . . . . . . . . . . . . ). Size of lot: Fran . . . D. . . . . Rear �', . 1!jQ . . , . . . De nh 10. Date of pill >��t0. �� Jr I �4 1 dot 0.4 . . . . . . . . . . . Name of for ner wrier 11- Zone or use district in which premises are situated . . . . 12. Does proposed construction violate any zoning law, ordinance or regulation: . .� Q; . , , , , • , • • , • . . . . . . .1. . . . . . 13. Will 11. Name of Owner of premises < • • Will excess fill li runoved from premises q ( 'e ` No regradedt be \ 1 0. . '. . _X . . : . . . , . . . . Address W�, . . 1? . . . . Phone No. . . . , . . . . Name of Architect . . . . . , • . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . Phonr. No. . . . . .. . . . . . . . . . . . . . . . Name of Co�rtr�ctory Address . . . . . . . . . . . . . . . . . . Phone No. . . . . . . * y 00 feel of a Lida] weLlandl + � 15. Is this property Southold Town Trustees Permit may be required. No. „�( • , , , PLOT DIAGRAM Locate clearly and distinctly all .buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block punrber or description according to deed, and show street names and indicate whether interior or corner lot. 124e -- 04 \ ' A e n AS NOTED l�\\ At�vA. t�J DATE:&Io �S 9.R +Y � c� CO L-6"\ \ W��� FEE: BY: 11 V Ng1'IFY f3Ul . ING DEPAR M AT (� 765.18OZ 9 AM TO 4 POR TFIE L \\ fLiulu�t� Jt FOLLOWING INSPECTIONS: 1. FOUNDATION - 'fWO REQUIRED �V 1l�\ry� ( L1�2 S : _ �tl 3�y I } y�Vl FOR POURED CONCRETE 2. ROUGH • FO MING, & PLUMBING Ito, :1./17 ffol)�MPLETE ATIO4. NSTRUCTtON MUST °G FOR C.O. ' OU RUCTION OF THE MEET .1.H g111REMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY OCCUPANCY OR CODES, NOT RESPONSIBLE FOR U� UNLAWFUL FUB caDESIGN OR CONSTRUCTION ERRORS og OF NEW YORK, . . . . . . . &S WITHOUT CERTIFICATE ONI.1 OI� . . . . . . . . . . S, r, OF OCCUPANCY (Name ofnulivid d signiii being duty sworn, deposes and says that he is the applicant g contract) above named. Ile is the . . . . .O,(, aJA (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in thisapplication are true to the best of]its knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . . . . . . � J. i. . 19 .`x. da . ,Notary Public, y of> - County YCE M.WILKIN \ Notary Public,State of No r ~\ No.4952246,Suffolk Ccuntt��( �� ' • • • • • Term ExtllrGsJune 12, 19__/7 ( g lure of applicant) TECHNICAL INFORMATION Description of Test Buildings: Interior/Exterior Surfaces: Research Report Six 20'wide and 20'long one room test buildings with Interior surfaces were painted off-white. Exterior sur- T a 7-%z'high ceiling were constructed outdoors at the faces of buildings 1,2 and 4 were painted approximately h a, O n National Bureau of Standards facility located in Gai- the same color as the exterior face brick of buildings 3thersbJ4 D-C.). (20 miles north of Washington, and 6. ��HOM� Energy Efficiency D_C.). Windows: Construction Details of Walls: Four double-hung,insulating glass (double pane) Building#1 -An insulated wood frame home,nominal windows,with exterior storm windows,two in south fac- C O U N C I L o f R-12 (without mass)with 5/8"exterior wood siding,2x4" ing wall,two in north facing wall.Total window area was Quality Solid Wood Housing by a Member of the stud wall,3-'h"fiberglass insulation,plastic vapor bar- 43.8 sq.ft. sq.ft.or 11°'o floor area. National Association of Home Builders Log Buildings tier,and'h"gypsum drywall. D Building#2-An un-insulated wood frame home, nom- One insulated metal door on east wall.Total door area inal R-4(without mass) with same detail as above,but was 19.5 sq.ft. without the fiberglass insulation. Building#3-An insulated masonry home,nominal R- Ceiling & Roof System: NATIONAL BUREAU OF STANDARDS TESTS 14 (with exterior mass) with 4"brick,4"block,2"polys- Each test building contained a pitched roof with an tyrene insulation, plastic vapor barrier,furring strips and attic space ventilated with soffit and gable vents.The 'h"gypsum drywall. ventilation opening was consistent with the HUD Mini- CONFIRM ENERGY-CONSERVING "THERMAL-MASS EFFECT" FOR Building#4-An un-insulated masonry home,nominal mum Property Standards.Eleven inches of fiberglass R-5 (with exterior mass)with 8"block,furring strips, blanket insulation (R-34)was installed over the ceiling ; HEAVY (LOG) WALLS IN RESIDENTIAL CONSTRUCTION vapor barrier, 1h"gypsum drywall,and no polystyrene of each test building. 1 insulation. Floor System: Building#5-A log home, nominal R-10 (with inherent The edges of the Concrete slab-on-grade floors were SUMMARY OF TEST FINDINGS • During the eleven-week, summer cooling, mass)with 7"solid square wood logs with tongue and insulated with V thick polystyrene insulation at both the I A study was conducted by the National Bureau of period, the log building used 24% less cooling groove mating system, no additional insulation, no inner and outer surfaces of the footing. Standards (NBS)for the Department of Housing energy than the insulated wood frame building vapor barrier,and no interior drywall. Heating/Cooling/Coolin Equipment: Building#6-An insulated masonry home,nominal R- g gand Urban Development (HUD) and the Depart- (see chart B). 12 (with interior mass) with 4"brick,3-1/2"loose fill per- Each test building was equipped with a centrally ' ment of Ener • p located 4.1 kW electric forced air heating Energy (DOE) to determine the effects of During the fourteen-week, winter heating period, lite insulation,8"block and 1/2"interior plaster walls. g plant equipped with a 13,000 Btu/h split vapor-compression air condi- thermal mass (the bulk of solid wood log walls, or the log building and the insulated wood frame tioning system. brick and block walls) on a building's energy con- building used virtually the same amounts of heat- sumption. For the test six 20'x20'test buildings ing energy(see chart C). were built on the grounds of the National Bureau The National Bureau of Standards technicians of Standards, 20 miles north of Washington, D.C., conducting the test calculated the R-value of the Technical Report Available # in the fall of 1980. Each structure was identical log building, which was constructed with a 7"solid except for construction of its exterior walls.The square log,at a nominal R-10. it rates the insulated A complete technical presentation of this study was prepared by D.M. Burch, W.E. Remmert, D.F. Krintz,and buildings were maintained at the same tempera- wood frame building, with its 2x4 wall and 31/2" of C.S.Barnes of the National Bureau of Standards,Washington,D.C.in June,1982,and is entitled AField Study lure levels throughout the twenty-eight week test fiberglass insulation at a nominal R-12,thus giving of the Effecton Wall Mass on the Heatingand Cooling Loads of Residential Buildings."Thisstudywas presented period between 1981 and 1982. Energy consump- the wood frame structure a 17% higher R-value, before the "Thermal Mass Effects in Buildings" seminar held in Knoxville, Tennessee, on June 2-3, 1982, I Oakridge National Laboratory, Oakridge,Tennessee. tion of each structure was precisely recorded by yet during the entire 28-week, three season test Copies of the report and other studies are available by writing to: U.S. Department of Commerce, National NBS technicians during this entire period. cycle, both buildings used virtually identical Bureau of Standards, Center for Building Technology, Building 226, Room 8114, Gaithersburg, MD 20899. Test R2SUItS amounts of energy.This led the National Bureau • During the three-week, spring heating period, of Standards to conclude that the "thermal-mass" the log building used 46% less heating energy than of log walls is an energy-conserving feature in the insulated wood frame building (see chart A). residential construction. LOG HOMES COUNCIL NATIONAL ASSOCIATION OF HOME BUILDERS HMC's Participation 15th & M Streets, N.W. The log building used by the National Bureau of with the National Association of Home Builders as Washington, D.C. 20005 Standards for this energy conservation study was a part of the Home Manufacturers Councils. In donated and erected by members of the Log July, 1985 the Council membership expanded due Homes Council (predecessor to NALHC). Since to a merger with the North American Log Builders the inception of the Log Homes Council in 1977, Association,and the name was changed to the well over a quarter of a million dollars have been North American Log Homes Council. All members spent on research and testing projects related to of the Council are also individual members of the the log home industry. National Association of Home Builders and Members of the Council have voluntarily con- through their dues support the many worthwhile WHOM tributed tens of thousands of hours of their time to activities of the NAHB. The North American Log accomplish these tasks for the benefit of the indus- Homes Council is a non-profit, voluntary member- C O U N C I L try and the builders and owners of log homes. On ship organization representing some sixty manu- Ouatitysetid Wood Hous6gbraMemberctdu January 1, 1982 the Log Homes Council affiliated facturers of log homes. National Association of Home Bwlde I4 A RESEARCH REPORT PUBLISHED BY LOG HOMES COUNCIL OF THE NATIONAL ASSOCIATION OF HOME BUILDERS. 3 �g 15th&M Streets,N.W.20005-(800)36665242 a 1.576 BARBARA K MARTIN,EXECUTIVE DIRECTOR LOOK FOR SHELTER UNDER OUR ROOF 4NA NBS TESTS CONFIRM ENERGY-CONSERVING "THERMAL MASS EFFECT" OF LOG WALLS FULL REPORT In the first extensive field testing of its kind, phenomenon is also referred to as"thermal capaci- The NBS test showed that the log structure per- FUTURE TESTS researchers at the Commerce Department's tante"or time lag-the resistance of a material formed better than the insulated wood building in Future tests to be carried out it the six buildings National Bureau of Standards NBS have con- the intermediate heating season and the summer will address some of these limitations by installing (NBS) (such as solid wood walls) over time, to allow a cooling season; however,there was no appreciable partition walls and opening windows when firmed that walls of heavyweight construction change in temperature to go from one side to the difference during the winter heating season. Dur- appropriate. Moreover,a recently developed NBS (such as those built with solid wood logs, concrete other. ing the winter heating season no effect of mass computer model that predicts the energy con- block or brick)exhibit an energy-conserving was noted,since all insulated buildings and the log sumption for multi-room structures will be vali- "mass effect"in residential buildings during the building required comparable amounts of heating dated and subsequently used to extend the NBS summer and the intermediate heating season energy each hour to maintain their predetermined test results to other locations and climates around representative of fall or spring in a moderate cli- HOW MASS SAVES ENERGY mate. However, no mass effect was observed dur- NBS researchers explained the energy-saving indoor temperatures. the country. ing the winter heating season. effect of mass during the summer cooling season TEST LIMITATIONS CONCLUSION According to NBS researchers, these extensive this way: "In an insulated wood frame building, As with all such test procedures,these tests have The Building Systems Councils is gratified that its field tests should help resolve a controversy over which is considered to have low mass, the maxi- their own limitations,according to NBS, and there- long struggle to gain recognition for the impor- whether residences having heavyweight walls con- mum wall heat gain rate during this season occurs fore these factors should be considered in using tante of`thermal-mass" has been confirmed by sume less energy for space heating and cooling during the day when the cooling system is operat- the results.The structures had no partition walls or these tests and that the energy efficiency of log than buildings having lightweight walls of equiva- ing most often and working the hardest. in a heavy furniture, items which would tend to give the wood homes has been proven.The Council is presently lent thermal resistance. waited building (such as the log building),how- frame structures some of the mass effect.Also,the participating in a similar testing program being The National Bureau of Standards research team ever,the heat transfer lag means the maximum windows were kept closed at all times,and the conducted by the Oak Ridge National Testing found that the heavyweight walls (including build- wall heat gain rate generally occurs during the buildings were constructed to maximize the mass Laboratory in Albuquerque, New Mexico, and in number 5,the to structure did exhibit a cool night period when the cooling plant is erat- effect attributable to the walls. hopes to add the results of those tests to this 9 9 ) "--- 9 P 9 P P P thermal mass effect and thus save significant ing least often, or not at all. Consequently,the Also the results are very climate dependent and material in an effort to gain acceptance of `thermal amounts of energy both in the summer cooling cooling energy requirement is reduced..." results relate to the moderate climate found in the mass effect" in building codes throughout the season and the intermediate heating season repre- Washington, D.C.area. country.We further await the results of future sentative of fall or spring in this (the Washington, tests to be performed by the NBS at this test site, D.C.) area." and the results of the NBS computer modeling THE USE OF R-VALUES program. Most state and local building codes require spe- cific "R-Values,"or thermal resistance values,for the walls,ceilings and floors of houses.The- =- -- Values in these codes vary with geographical loca- tion and climate considerations. The Home Manu- facturers Councils'technical staff,and other industry professionals, have often challenged the A-intermediate Heating B-Summer Cooling C-Winter Heating exclusive reliance on R-Values alone to rate the 3m0 energy efficiency of a wall's building materials while ignoring the thermal-mass effect inherent in 220 heavyweight (log) walls. R-Values are recognized 200 o zoola N zmo by most professionals to be a reliable indication of c i the thermal performance of a material — under 8° t80 �°0 o ` L 2200 conditions of constant interior and exterior 160 \ o ,6D \ 0 2WD temperatures. The Home Manufacturers Councils' c ,� 0 140 z law technical staff argues that these are not the condi- o \ cel \ `< ,mp tions that exist in the"real world"where outdoor o X20 m t20 \ z 14m temperatures vary widely during a typical day- '< ,m ` ,m S 12m night cycle. To obtain a true rating of a building's s eD \ ` ,wo thermal efficiency in these conditions, building ti 4 \ e codes must also consider the "mass effect" of so \ ` ? m IR ; o sm heavyweight (log) walls. 40 o b WHAT IS "MASS EFFECT,D 20 \ m t ; 2DO According to NBS researchers, "the mass effect \ 0 relates to the phenomenon in which heat transfer ° M1 I IL 1 3 5 6 2 4 ° 1 3 5 6 2 4 , 3 5 6 2 4 through the walls of a building is delayed by the INSULATED BUILDINGS UNINSULATED BUILDINGS INSULATED BUILDINGS UNINSULATED BUILDINGS tNSU TEDBUI DINGS UNwsuL11TEDIBUILDINGS high heat (retention) capacity of the wall mass. Consequently the demand for heating or cooling energy to maintain indoor temperature may, under During this 3-week intermediate (spring/fall) heating During this 11-week summer cooling season,the log During this 14-week winter heating season,the R-10 season,the log building#5 used 46%less heating building #5 used 24%less cooling energy than the insu- rated log building#5 used almost the same amount of some circumstances, be pushed back until a time energy than the insulated wood frame building#1. lated wood frame building#1. heating energy as building#1,the insulated wood frame when wall heat transfer and equipment operating with its R-12 walls,and building#3,the insulated conditions are most favorable." This heat retention Note.See back page,Mconst=tiondetellsof these 4xbuildtng5. masonry building with its R-14 walls. SEPPIC AQEA '-) /yyj SUFFOLK CO. HEALTH DEPT. APPROVAL H. S. NO. QiQ-` 5-0080 1 Y' �t O i'' E 7 T - ` (RES.J _CESSPOOLS , 2 I V0C SURZVEYED SOC.,.,_� '.�' —.✓ " 't I i WeLt STATEMENT OF INTENT - r--, . t �' . -r-�-+ } THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL I 0 11, f t 5 3CE, r♦ CONFORM TO THE STANDARDS OF THE O p;'' IUB,f z SUFFOLK CO. DEPT OF HEALTH SERVICES. �.3 ✓UC U tti A r�- - —i vAPPLICANT ` n � � 2� •/ 1 t - . 174' �y` . `� y` '*- ^' K1 �y� _ I ATO HOUSE ~� � SUFFOLK COUNTY DEPT. OF HEALTH .-`.'�,.,, SERVICES - FOR APPROVAL FO R auiLt?Iti , CONSTRUCTION ONLY ` ' tv '/ �rav \_ DATE: � r \ ' Isfl �S H. S. REF. NO.. 2tO-95-0090 { 4ZI r a 't��� APPROVED k I \� ! /4<1 t• / L.0012 h t O 01- k0,4 33J � g\\�© /i OVE2C Owc.apQ / �) � ! SUFFOLK CO. TAX MAP DESIGNATION: 17W / tax' w `� DIST. SECT. BLOCK PCLIiAt . — Vroy 41 / r Pe. ii p ` .� $ t �c.F�: ? . b¢, �I L _ t i OWNERS ADDRESS: ' ,..r.,,,. T.ii ," '8,( . .. .j l h= i TO V4ELL I 3845 F fQ V +W �7 Ti�8K7 op mi TH M"n "G:s-.,. �_ - - " 4 j � {cr k tT�A7 �' `v': .'? f T StIbPCl1.K CO } r�tt'Sfil � 1 r � i d � � A -_-- - -- pppROYALO Crp t;CC FtYt3ii.> k"vR f3 g '�j ; ASUtG FAjyHLYF.FaFD�NcE St3t3i APR 0 8 1998 � .ttef.ko. R d0 �q j ,�y ; ., _ �, c - 0 S DEED: L.23,47 P.IEADOW The sewage disposal and ware ply facilities at this to xa+o f have ace:. O inspectedaaNercertifledbythi�parm=tOfof,%eragenciesand found'i r v { Qy ' i Received I TEST HOLE STAMP g E ROOA iS. a e Suffolk Coin be saWketmY FOR E V ty APR 0 St ben A a P. Chief 1 1998 M emeat ^ �D 1 v 43 c • De BaauN pfikeofWaterat�Wa�tewater snag i C /j e Of Heal y{1 WY_uPhM Services < , ffice Of Wastewfi ater M9mt. a, ' t� moo. LOAMY S" CAI.il'gt)iZS F24M.SUFF CO.fl,F'W AgWAL NieAN,SE_,A_t.EVE4,i3G_ b,, PALBM1rtQ PREI~RcS IN (;=b Zt7fwf"t+ T y`I a' r 10- o < 57_SKUD O o 111 <\ � :.3A1 aA.Q4"-MEE VJ§CER tW, i v , fi LE(Gg7 A 1 AJ3a OF rLhNTZ NO f CO. -FO '5IJFRXV- CC .i~-'-TY N#,P0 til. C�4A/„ I ?At BQA1.VtJ o c! fi3 t?A!{ h _. L._. �__ _ .. __.____ FINE Tt1 �O Oil. 01 _ MAP AMENDED- MAY i8 1gc5 ! � - bil}t{5Yo1�� T _ _ - _ _ - � _ Y - �`� ., SJ(L�r�"i`�s� AP2,17z igy5 coArzSESAt.� * r � I ' � _ ,19LIb ROD-ERICK VAN TUYL, P.C. ��oar ku arz,v r a� "Flt4A� ' T_...� hI,5pIr _._ _ I2Qpty - AhtT930t1Y W, t.EWANpOk15tGI,LS. LICENSED LAND SURVEYORS 17 , ` 9 GREENPORT NEW YORK �iAEw� F { -Sg(YG A2EA—,'h sl� SUFFOLK tO. HEALTH DEPT, APPROVr�,L VV -t/, i_._tiJt } 1���.� •.�'�: �d�`. �.. \ x �` 8 1 _ _ � i i A \ t9S^ i `ij �} { {' i STATEMENT OF INTENT ; t THE WATER SUPPLY AND SEWAGE DISPOSAL j \� f � i SYSTEMS FOR THIS RESIDENCE WILL _ ._.-_. 6GeSOU E. ff CONFORM TO THE STANDARDS OF THE f i + SUFFOLK CO- DEPT. OF HEALTH SERVICES. i t ✓ -tL ` s ; arVit`, 39! -TVJ:V tjl" `J�'T r-'/�tii� Ike !��[`✓p Oa j,g( f/rZaA+l- - ~ it r APPLICANT Al Te To W)USE SUFFOLK COUNTY ET. OF HEALTH y"\\vI SERVICES - I .OR APPROVAL FOR r ' � BSIS I3Lh1G.' I CONSTRUCTION ONLY % RQ� EVrt i')f J� ! + DATE: Fp SO I H. S. REF. NO.. r / APPROVED: ! \� Qp�G ! /f <' v SUFFOLK CO. TAX MAP DESIGNATION: �L j' , ! Cv 1 �2 -9C l DIST. SEDT. BLOCK PCL. MWCIZSLa's} 07S ^�.2 SESTHOLE. ', DA� t — N .. led i OWNERS ADDRESS: t 1 i `' TO wELL 3035 SMITH-9-�!E_� 71Nt 5• 5p - r�r _i ' td t TE7GE- 1Q o~ `y 1 �F s DEED: L.2341 P.Ifs {REF,) �l Z _ i TEST HOLE � STAMP ) _z 1 QIL t3f +, '� \ f _ SeM�on 72064 the New Vrxk AtMr afwwm Fx. Lm taut #- z \ _r C.?u�s C'.h'¢snM12Yma9 nm boats: iar.d sw"yoe.a ed seal., Cf t9 U til s - t +' a++bsseasev stwRrwt ba c.nsMrnert . . � {- t � ` 8R.7+hiN nr aearacawemay: ti. F ` .j( �r i f r37 G. mMttasim&atea hor a..0s; o 7 - ; > rly ',N{SOX Rt I I 0AMY S" ' a-yto tn.person t...a:an thc::,-ar - \ ,L I. [ � _ , � rCE'r=istl'^-Ju T9`✓_"^^."to:fi {Y� ''''f� x a Y,O� COWTOURS -FROM 5UFF.CO. D.P.W AErVAL 'e 5 0 -I _ ! i2VE`' ATU M2Ast tsi A Lfi EJ�NG � _,C,7 . 17 M• - Y Vfl. � PALE BRGbl+.i ,5 5E51N r-Ld ZU-NE_.{ afP'EMt F}E� I �<<�.............. .�.� �,,..r a So I -- -- t3 T i SEAL -LAND WATER 171 { � vLAAiTZMA>v "' .1. Tr �, , T 'ti .f a x,: I PALEBQOWVJ �• $ TIS K ;::.. st s. Y i�A)'IG..e� BA .S,_ I fl73E Z'J �. i- MAP AMENDED- MAY 1� 1995 "� - -- -- - 3' 9iUE5'SO!.tE _ - 3 , _..._� - fS ' -_—_ - - - - - - - ' - - - - - _ ----�/��L f�+r'�. ` - - - - - _ Nov 23,19Q6 R -E K V TUYL t _ 7 - ---- -- -- -- OBD RIC A.NyI� ffi F �....___-- a FEZ PQI VETE t�Cft U i_P f.� C, t.�.c....._ l } . 59,0 pp yJ — n LICENSED T LAND SURVEYORS EYORS t 1 •F' "�to s�?;r I GREENPORT NEW YORK E RA Nel0 fl . J SELFtc YiREA SUFFOLK.CO. HtALTti k3Ei�f.APORONAL qp �� i)t2�fE�, f3 f . .. . rl" �. � j i ? !� SINGLE FAMILY DWELLNG ONLY # ((Sk1 ,�� EXE THREE YEARS FR�E,R DATE ®F APPROVAL c �- �.. � r 1 i _1Y lk i STATEMENT OF FN-TEN r -< r t THE WATER'SIdPE'i Y A,ND SEWAGE DISPOSAL � J'{{ 7{// ;-�-} }[+y-}� yUlf t SYSTEMS FOR THIS RESIDENCE WILL ` ry L +an Bf k-`A P t "k t"_.}AJ t ? CONFORM! TO THE STANDARDS OF THE SUFFOLK CO_ DEPT. OF HEALTH SERVICES, APPLICANT 174' TO\A Q pFf 4 a5 R \K / f —T'- —II 3* t 9 TO HOUSE S SUFFOLK COUNTY DEPT. OF HEALTH. F 111 _ �- ^ SERVICES - FOR APPROVAL FOR _ , f4L0;hIC P ; f il cONSTRUcTlo�v ONLY DATE: AP 4 f ; O 33Y •�. i if f w a SUFFOLK CO. 'LAX.MAP DESIGNATION fit' e Q,c �9 / Ofd41�, f -j— `—�t ," yj g— _ t �" �. DIST. SECT. BLOCK PCL. t4�titr a { NO In j1J tc • "a �"s- —_ OWNERS AD3Jf2ESS: :306TO V"ELL 111. � �� >� •`sr p � ._ � ^-� Y�"-� t( �>( 7.^ i � J }� . 10 ry 1 r T` ST LE 1 f piCY T1N INSPCTID , Cop*s ofMis� survzs ey map not bgarNlg . $ ( Ma lan0 sun- yamketl seal or h' - // Y _ o�shall not be consideree e to bea alptme copy. Y L - dj _ Gm mecciMicaledherson shag v - onytofhe person for wh � f1 . sPrepered.antl on figs om Me su f behac W the � jr (} ,� q � � ' � �X ��". '�Y�� � lige CPmpany,9ovemmemal agem:yyn4 . t' y�\, . . ,.°� lancing uutnunon irsc=tl reon 0tl ltd e f E) tiL , - .` t`�� ,. CQK#TC}t4S.:F'RQti# ttfF;C(3, E3PW .11Et21A mgaas&saaa:osnaenc�g::d q:?Ll?4., =t - F - ";3• - _ s ,' 1 �' ',�bf11 , "^'L#�4GaN�, � ;.' /Wan.Gaalantees are not tren toAdit WAREAv 42�RJR,Elihstilugans or sfereby ,- [ � ��. P�2SPr4E� t�( F43:3C3D�-�Oi�E -C d' D n," CWCA T[TUE r# uT�As. Utz P��P�Kvq��o CJF r<r1-nTatu T 'Q5UNTY #Y Tt tL e id Co E - _ r - - - - - 71. VAN. i UYL. P.G. of yo 6 0 FOO_ T � � SFO AND5513 I:ICEIV5E13LANE9"SURVEYORSf7 t3&;EENPC3RT NEW`FORK _ y� _ _ , "..� y{ '. . � i ' -ems • 'r . . . ALL PLUMBING WASTE„ PLUMBING . &WATER LINES'NEED A•I" M��', If copper tubing is used tMMTEII.UNESl4EEp for Water distributing luFj, . TE, "'f ORE COVERING \ `-'/ T�TMfG�ONECOVEIIRIQeystem;PiPing shall be �/ „g�- 3 'cr' of types.K or g 7 r tet-2" 3'-T©, 6-0• 6'-0• PL LEAD CERTIFICATION / ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY 4'-3" 3'-7" B'-6• 3•-4• 3'-6" 3•-6' L 2'-4• SOLDER USED IN WATER j' SUPPLY SYSTEM CANNOT i I EXCEED 2/10 OF I% LEAD. j 3/0x6/6 2 4x3046 AN31 �' .• m 4x4 POST-445 / j}� "' Q n N CLO PARTITION N BATH ,- Mt�D BEDROOM �1 �s- r '-o�-e n r ,2-D�xt,`-0� N 2_4• DOORS n o pSQpR - _._._ ....... . BY OTHERS �QE�,\N EPS - 4'-11 rw v) QRpV�GENgV E pp10�4GCp 0 CLO Q.ME SZ BBQ N i PAN •I Y �/ r p , r: �/ `A� 4 41 1 •la " Q,F,Q� pZF.Bp\�ixPOST-045 \ i a �q ' 2-�8 p O O — v o ! LVL BEAM O PINE TO BOX BY WARD y \m MiET - - - - - - - - - - - - ! KITCHEN ycX a o 0 CEDAR RAIL i O 12'-6 x12-1" 03 o' lV 0 44 ppM I ;, I' a F 0 ii 4 � a i JMBING ! i rf POST-D1S oLIVING ROOM i ;TT7'-4• -' 3/4" T.BG. WAINSCOAl1NG RAFTER PCHASE PORCH am PARTMON —..— 3/4• T.BoG. PANELING 6'— rzo o D" (3F I a 1.4F�N..;°q°h=@9@. 1 m UNDERWRITERS CERTIFICATE R68Tk ,I;h�eti 6�ECi�r6F�G .u°r DINING ROOM iv REQUIRED �P, OCCUPANCY (r4 )0.6 ,2•-6•x,o'-D• DO NOT PROCEED WITH NOTES: � 03 "o� FRAMING UNTIL SURVEWLANS ARE INVALID IF NOT USED IN CONJUNCTION L= low I p y LOG SIDING TH CONSTRUCTION INSTRUCTIONS. <o ' p W/ WTOVEN OF FOUNDATION LOCATION �O ' CEDAR o§� o�� CORNERS THIS DRAWING MAY NOT BE REPRODUCED OR COPIED y oI r o HAS BEEN APPROVED. IN PART OR IN WHOLE WITHOUT THE EXPRESSED 0.PRESSURE TREATED FltAA�ING7 ,niWRITTEN PERMISSION OF WARD I_OG HOMES, �! DC3056-2MS zd�' DC3056-2MS PROVIDE OPENINGS FOR ALL PARTITIONS ARE DIMENSIONED TO THE CENTERLINE.3EMERGENCY ESCAPE AS WARD WINDOW DESIGN REQUIRES ALL MULTI-UNIT 9 WINDOWS (2MS, 3MS ETC...) TO BE INSTALLED LL SQUIRED BY PART. 714 GFINDIADUALLY WITH SUPPORT MULLIONS. Q I.Y. STATE BUILDING CODEPOT AS SET-UP UNITS. �� a r PLANS FOR WARD LOG HOME'S ONE AND TWO FAMILY � 10 DWELUNGS FOLLOW THE CRITERIA ESTABLISHED BY v v ' CEDAR FLOORING NTH PORCH- THE BUILDING OFFITHE COUNCIL OF CIALS & CODERICAN EA MINING ISTRIATORALS 3CAB0), PRESSURE TREATED FRAMING? 30-0 x6-0• i m INTERNATIONAL (BOCA), THE SOUTHERN BUILDING CODE y 1� E,q CONGRESS INTERNATIONAL (SBCCI), AND THE /-CEDAR RAIL INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ' 6•/ POST 1 (ICSO). ' THE SYSTEM IS DESIGNED TO RESIST THE FOLLOWING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ // UVE LOAD$: 4aa/ ROOF 40 PSF Maximum FLOORS 40 PSF CA 2'-10• 6'-10• 3'-7" 3'-6' 3'-7• 8'-10" 2'-10• /� Orli DO NOT SCALE FROM PRINTS 1 30'-0" /\ FLOOR PLAN 4fo a I� 10/12 RAFTER ROOF 5 1/8'x18 1/2' , LAMINATED RIDGE BEAM v O 11'-1 7/8- '-2 1/8' '-4' '-2 1 11'-1 718' b I DC3046 DC3046 TI , J.P Q f I 2-1 3/4'x11 1/4' (J I 4x8 RIDGE BEAM SUPPORT I ' s L.V•L HEADER j� POST-045 7'-8' HEADROOM LINE WITHI x to/1z ROOF PITCH SGQ BEDROOM #2 i i 7W 3-ems -� i vJ �pE Gr P��• CLO , 4x4 RIDGE BEAM 2x4 STUD Q QTY' I i n SUPPORT POST-D4S ys Q���P'��•e j I 4x4 RIDGE BEAM SUPPORT I POST-D4S fir' I D I J ' 3/Ox8/B i I J ..— 2/8x6/8 2 LVL 0 -1 BATH 0 0 13/4•x111/4' ' 5'�O' HEADER I I RV21381 VENTINGI S ff JGII � CEDAR RAIL LNDDIYJ , /L 1� FALSE RIDGE BEAM SUPPORT LAYOUT I 3Qo , i PURLINS I (INTERIOR ONLY) I WALK I N I b V CLOSET TIE BEAM g 5 1/8•x16 1/2' - LAMINATED RIDGE BEAM I \J /r L CATHEDRAL U i 8 NAILER BETWEEN xRAFTERS �/ \ L CEILING CEILING SHEATHING I} CATHEDRAL � : b 0 CEILING 5 i/e xlO 1/2' LAMINATF4 BEAM J 5 1/8'00 1/2" 'j I a , LAWNATED ro ..—. .. BEAM HEADER .-.. ..—.. • O 5'1 1111 BEAM SUPPORT POSE I ' , RIDGE STORAGE OPEN LOFT N (ACCESS BY OTHERS) I 17'-0'x7'-5" ' STORAGE i BEAM SUPPORT , I I I I i (ACCESS BY 081ERS) w POST 1-7'-6* HEADROOM LINE WITH I n I) 10/12 ROOF PITCH I I I 1 � DC3046 DC3046 I ' 1H 0: LOG SIDING 7/8- 2 8 '-4L2 8 11 1 7/8' RIDGE BEAM SUPPORT LAYOUT I x 6-4� 17'-4' 6'_4• 13/8 -1 -0• • f LOFT PLAN I 3/4" T.AG. PANELING Thy{ 1/4°_1 O" i1�1J1 b r s i r Tr QL I O yy Q Y v7 O ! t � 5 a s \ N ELEVATION `B' r12 \ sol j l _ nd i W iv o .a . G zaz ELEVATION 'A' j 7d i a r.a O G Q Q i o m a N m ELEVATION A 12 \ U 10 h W �3 i C/] ELEVATION `C' j c � 140 d M 30'-7' 41/2. TYPICAL ANCHOR FOOTING LINE TENEASIN p5 BOLT LAYOUT EEEV.ANCES E QARS. Pc To-Ike)l0 NF'tpDE O Y = 6'-6 1/2' 6'-1' 4'-10' 6'-4' 6'-9 1/2" �' r A 5 =ice . 'Ts cn ` CD Y 7 �y J SOLID GIRDER POCKETS TO BE 7 3/4' DEEP 15200// 18300# STA1a S OPS OF LALLY COLUMNS ON UNHATCHED PADS TO BE 7 3/4' a a BELOW TOP OF FOUNDATION WALL \/ PRO�IDE'l,HR. C, CRETE SLAB OTHERS � RATEDSEPAR�TIF1' oERs7 � l �a"h�•x.� N i / 1 ��// CUNIr` m <tn BN z o ° �` B AS ATE BpIIDING CODE. ���r` 3000# a o o v TOP OF LALLY COLUMN ON I u O -7HATCHED PAD TO BE 8 1/4' HATCHED GIRDER POCKETS BELOW TOP OF FOUNDATION WALL TO BE 8 1/8' DEEP-� a ry z B 1/4' 0 in 1g'-3 1/2" 12'-3 1/2" S ElE`\ANCES TBPART. ��RR.FIR z REQpIRE el l41 DF CpQE• LOG SIDING AND DOOR TRIM BY WARD P�Ep S PARASIOTI F NOTES. o 3 O ALL OTHER MATERIAL BY OTHERS RA f� ANCHOR BOLTS SHALL BE A MINIMUM OF 1/2' BDIIDIN PART,117.31 D D E. DIAMETER. THE BOLTS SHALL BE EMBEDDED 1► 1 STATE AN R� $TATEBD►IDIR 8'IN FN POUREDNN PLACEEONCRETEPTH OF OAND NOT LESS THLESS :tt a THAN 15' IN GROUTED UNIT MASONRY. THERE J z ::11 2-2x6 POST i r SHALL BE A MINIMUM OF TWO ANCHOR BOLTS PER 0. 0 I 1O a w3. 1 FOOTING LINE i SECTION OF SILL, AND ANCHOR BOLTS SHALL m 2x6 SUSFRAME 2-2x6 JACK STUD �g a m p ____ O __J n BE PLACED 12' FROM THE END OF EACH SECTION O no. m z 9/0 x 7/0 9/0 x 7/0 OF SILL WITH INTERMEDIATE BOLTS SPACED A o _ 3 0x6 8 ,_ ¢ MAXIMUM OF 6'-0" ON CENTER. TOP OF BOLTS I --i TO DE 2 1/2" ABOVE TOP OF FOUNDATION WALL ,c1 w o i I LOG SIDING 1/2' SHEATHING i THE ACTUAL SIZE AND DEPTH OF THE FOUNDATON m a WALL AND FOOTING TO BE DETERMINED BY D 0 0 3_2" 9•_0• '-2 3/8" g•_0• 3_2• r 3 a LOCAL BUILDING CODES AND SOIL CONDITIONS. LL x o 1'-6 5/16' 1'-6 5/16• LIGHT AND VENTLATION REQUIREMENTS ARE X. m ,�+ m TO BE IN ACCORDANCE NTH LOCAL BUILDING L CODES. w is CONCRETE SLAB m POST PIN LOCATION--L BY OTHERS? THE LALLACTUAL SIZE OF PADS ARY COLUMN PADS ARE ETOBE DETER— MINED BY LOCAL BUILDING CODES AND SOIL 3• CONDITIONS. LOADS ON LALLY COLUMNS DO NOT EXCEED 12000 POUNDS UNLESS NOTED OTHERWISE. 13'-7 1/2' 13'-7 1/2" n n' I a 8,_3. ,_g. 27,_3• _g• �� ' Si•+Ml FOUNDATION PLAN,_4 `o r' rrc9 u m Ilk 30'-71 2' u i LOG WALL LOG WALL 3 3/4- 5/8- SUBFLOOR 5/8• SUBFLOOR LOG SIDING BOX HEADER SKIRTING LOG SIDING 2-2x10 BOX HEADER 2x8 PRESSURE TREATED SILLSKIRTING BOX FLOOR JOISTS HEADER A (OVERLAPPED i/4' SHIM FLOOR JOIST 1' ON GIRDER) FOR NAILING BRIDGING 2xB PRESSURE A yF BY OTHERS TREATED SILL 1' TREATEDSSILLL ]� O A ba ? II (�) FOUNDATION WALL 3 1/2' GIRDER = D ANCHOR BOLT 1/2• AIR— (BY IR Q F (BY OTHERS) SPACE FOUNDATION WALL \ N SECTION 'A' SECTION 2x10 HEADER 4-2x10 GIRDER 1pG1 'A' END � o B N � Q A-REFER TO FOUNDATION PLAN 3'-9' 9'-3'�� 2-2x10 HEADER o BRIDGING N PORCH POST � _ !_ - LOG WALL DECKING 5/8' SUBFLOOR 1 II c 3 1 BOX HEADER o b 10 a2 BOLT THROUGH 1 1/8"x51/2'PIATE 1 1/2• rn N N BEAM-48"tO.C. W8x18 STEEL -[S 2x8 - av Qx L#2 49'-11" STEEL GIRDER 1(02 (rypl -AL) BEAM `PORCH JOIST PLATE <o 2-2x10 HEADER `� x6 PLATE 2 1/2"x7 1/2" JR-S KANT-SAG JOIST HANGER FILLER JOISTS 3" 2 1/2"x1 5/8 AFLOOR JOIST N GIRDER LOSK RITING UP ORT (CUT FRSOMN 36')POSTLOG SIDING 2x6 FRAMINGKING UNDER POST (TYP) ?x6 F A.(BRIDGING �' d1/2' SHEATHING ' D.C. SECTION 'C' j2%8x7'-7 1/2' PORCH JOISTS 1'-7'-0'24" O.C. 2x8 PLATE 4-2x12 LINTEL LINTELSOUTHERN PINE N PINE PORCH POST LOG WALLeee.. ooeeee:: Q Fd rSUPP.,ORT ING 5/8' SUBFLOOR 0. U 12 N oa BOX o t5 1 1/2' HEADERx 2-2x70 HEADER Y 2-2x10 HEADER b PORCH JOIST N mKANT-SAG JOSE Dr ER OR EQUIVALENTW8x18x29'-11' STEEL PORCH SLL fS1 2-2x10 HEADER W/ 1 1/8"x5 1/2' PLATE (1 1/4• SPACE EACH DID) FLASHING 2x8 PRESSURECUT FROM 36'( ) p. TREATED SILL SPIKE 2-2x10 HEADERS TO-./ FOUNDATION C 2 1/2"x7 1/2" FILLER SECTION `D' WALL FLOOR FRAMING PLAN NAILING INSTRUCTIONS FOR /a =1'-0' GIRDERS, SILLS, BUILT UP JOISTS, HEADERS & TRIMMERS NAIL WITH 20d COMMON NAILS 32 O.C. AT TOP AND BOTTOM, STAGGERED. NAIL 12'-3 1/2' 11'-2' 6'-5 1/2• TWO AT BOTH ENDS AND AT EACH SPLICE 3• y ,I, 6'-9" 13'-3" W-2 1/2' 10'-11' 12'-9 1/2' �•II 13'-3' 609• 12'-3 1/2" 11'-2' W-5 1/2" A' END ALL�HOUSE FRAMING MATERIAL W-2 1/2" 10'-11' 12'-9 1/2" TO BE OR BETTER SPRUCE-PINE-FIR(SOUTH) FRAME BOTH ENDS ♦` i�� ALL PORCH/DECK FRAMING MATERIAL TYP. GIRDER FRAME TD BE PRESSURE TREATED �y PORCH SILL BREAKDOWN S2 GIRDER BREAKDOWN #G1 _ X12 SOUTHERN PINE OR BETTER N.T.S. N.T.S. ALL FRAMING HANGERS do ANGLES TO BE KANT-SAG OR EQUIVALENT F 12'-2' ro SQUARE STOOK LOC ROW 18. NOT SHOWN p I z z z LOG SIDING w =1 © SCRIBE TO " c�0 u p� F IT CH x70 °Ui p NOTCH LOG rc +.` PORCH REAPER ' 1 t/4' GABLEFOR HEADER off+ o o� SHEATHING ' _ �n •I N_ _I .1 m J iLOG WALLw ' /^ n 0 2-2x10 3 3/4' 3/4'x3i/4^ LOG SIDING APPLIED OVER i 4' HEADER PINE TRIM SHEATHINGc 3 3/4' PART OF LOG ROW 17 ` / NOTCHED ON THE JOB xa - Y ¢ r J z Y E Q M od m FY ° N >tW TOP VIEW SIDE VIEW J z Eo s DETAIL #31 d m SEE DETAIL S n x j 2 - •\ I nL� I Y wC3 G t9 'tel \i LOG SIDING 3 3/4' 1 m N 1 K / \p _ _ �Ifl WN m ` SQUARE STOCK 9 _ / p 7'-1 3/47 ti41E 1x10 PINE � 1/2' _o x ALL FRAMING MATERIAL TO BE TWO C7 SCRIBE TO BI: (REF) - / 12'-10" 4'-4" Y 12'-10" #2 SPRUCE-PINE-FIR(SOUTH) ANGLES FIT ON 00 OR BETTER JOB \ ALL FRAMING HANGERS & ANGLES _ TO BE KANT-SAG OR EQUIVALENT W ` LIZAL QZQ 22S m ¢ W G Y w¢ \ + '\y x y �j LOG SIDING ' + •,1 rn w 1/2" 0 x 6" LAG BOLTS 4'-0'3 O.C, pa zo 1 m _x 6'-B 3/4" 13'-2 3/4' 1/4" GABLE SHEATHING 3zB FALSE TIE BEAM -D45 "' - �+ 3xB FALSE TE BEAM -D45 13'-2 3/4' fi'-8 3/4' �8 AB 2-2x10 HEADER N U 1/1 PORCH BEAM BREAKDOWN 1 <� z ? N.T.S. TOP VIEW `fid 4-MPL CH G SH THING TO UNDERSIDES OF JOISTS THIS MU LL r - m DETAIL #2I JIM 2x4 PARTITION U CEILINSQUARE STOCK CJOISTG j SEE DETAIL �12f/ F `], 1 3x8 SPIKER - 3/4" T&G LOFT FLOOR KANT-SAG ANGLES CEILING FRAMING PLAN 4x, Po4S AOR EQUIVALENT NAILED IV BEAM & WALL. c 1/4"=1 -0' 1 LOG I 3 1/2"zG 1/4' L.V.L BEAM I' 1x6 T&G CEDAR PANELING 5"0 POST - - - WALL 1x8 PINE 1/4" SHEATHING TRIM 2x4 STUDS 18"O.C. I 3x8 SPIKER 3/4" T&G LOFT FLOORING \I I 3/4" PINE TRIM O7UNG JOIST LOG WALL 2x6 3/4' T&G 6x8 CATWALK 3/4"x 2 3/4" M. CEILING CEILING JOIST-04S LV.L TIE BEAM PINE TRIM JOIST SHEATHING TOEN RNED TO POST UNDERNEATH 3x8 SPIKER-04S JR-SS KANT-SAG JOIST HANGER OF EQUIVALENT SQUARE STOCK 3/4"x 2 3/4" PINE TRIM LOG SIDING ROW 18 1x4 PINE TRIMS PORCH POST SECTION ' F' I DETAIL #1 SECTION `E' s . . 30'-11 3L4! 5 q, 6 - 15'-5 7/0" 15'-5 7/P* 11'-7 3/4' 1 3'-2 1 8' 1'-4" 3'-2 1 8" t1'2 3 4' /^. 5 1/8"x16 1/2' LAMINATED RIDGE BEAM i ` ` O 11'_1 7/8" `.\ 11'-1 7/8* � 5 7/Y-/ /+ + `� 4x8 RIDGE BEAM 5 7�' K 9 .' SUPPORT POST-D4S 2-2x4 PLATE i ` 2x6 LOOKOUTS 4� IN THIS AREA 1' AIRSPACE 1" SPACER 2x4 GABLE 12 2-2b NALT-UP uRm. ` Y FRAMING-18'o.c. �10 ` J •I ' 1 1/2•0 1/2' \ 9 J [V +' HEADER 2x4 JACK SND m + + m DC3046 i DC3046 \ 9 io a i+ m 3'-2 1/8' 3'-2 1/8" _ x (n N 1 1/2'x4 1/2' 24 SILL 2x4 SHOE 3C: SILL ` G <+ 0 1 io K m ELEVATION `A' &` C' GABLE FRAMING I 0 2-2x6 BUILT-UP LINTEL 1 0 1/2' PLYWOOD SPACER BETWEEN 11 z 0 Z I STOOL CA 1 3 0 LOG SIDING 2x4 JACK STUD INIOR FLASHING 1x6 TBG JAMB TRIM I BOARD CEDAR PANELING 1 1/2'x4 1/2" HEADER6 LL INTERUo xl S HEADER TRIM y i m w O OEXTEw o m HEADER I TRIM N F 1 1 x INTERIOR JAMB TRIM rc i o ALJ 1' I M 12 HEAD 1/4" SHEATHING EXTERIOR JAMB TRIM m A ' 1 J LOG SIDING (RIP TO PROPER NON ON JOB) � 1x3 NAILER JAM13 I K I I 1 CHECK RAIL 0 1 ----------------N I I M o 2x10 RAFTER fA r PLATE .......... PLATE Q� CAP L N SILL TRIM gPRON 1 1/2'x4 1/2" SILL 1 1 LOG SIDING 2x4 SILL 2x6 RAKE 2x6 LOOKOUT-24'o.c. 1x6 T&G RAFTER 2x6 BLOCKING 6 LOOKOUT G 2x6 RAKE RAFTER SILLSILL1/4' SHEATHING � CEDAR PANELING 2x 9 BETWEEN LOOKOUTS ROOF PLANI 3 GABLE WINDOW INSTALLATION DETAILS I 3'=1'-0' r 6/16' ROOF SHEATHING + 5/8" ROOF SHEATHING 510` RAFTER-16'o,c. 16 o.c, 24' 24' L INSULATION BY OTHERS � � 3 ' (BETWEEN RAFTERS) 1" MIN. AIR SPACE 2x6 BLOCKING (BETWEEN LOOKOUTS) RAFTER ANCHOR � CEILING NG SHEATHING CEILING SHEATHING 5/8' ROOF SHEATHING DRIP EDGE SCREEN ' 2x6x4'-("RAFTER TAIL 2x8x4'-0' RAFTER TAIL �% SQUARE STOCK (ROW 20) SQUARE STOCK ROW 20 2x8 RAKE ( ) 2x8 100K0UT� RAFTER i 2210 RAFTER �O PLYWOOD SOFFIT PLYWOOD SOFFIT ry' AA 1x8 TRIM f' 3/4" T&G 3/4• T&G '1 / PLYWOOD FLOOR A PLYWOOD FLOOR DRIP EDGE DRIP EDGE 1, i 2x3 CEILING 1� 2-2x4 PLATE O= I SHEATHING NAILER I 1 PLYWOOD Q 5 1/8"x16 1/2' I LOG SIDING i SOFFIT \ LAMINATED BEAM i 11 LOG SIDING LOG SIDING j i RAKE RAFTER--� Q. 3x8 CEILING JOIST 3x8 CEILING JOIST 1 I i� 11 1x8 EAVE TRIM 1xB PAVE TRIM 4x6 BEAM SUPPORT-04S 1/4" SHEATHING �J (UNDER LAMINATED BEAM) i SECTION ` I I ' I (�• SH•8) CEILING SHEATHING 2x4 STUD FRAMING-18"0.c. J (AT RAFTER) i"=i'-0' S E C TI 0 N (REFER. SH.8) 1x6 T&G CEDAR PANELING (BETWEEN RAFTERS) 1'=1'-0" 2x4 SHOE 3/4" LOFT FLOOR LOG WALL 2x8 RAFTER 24"O.C. u<ti rn z 5/8" PORCH 2x6 RAKE I/ 0 8 ROOF SHEATHING 24" RAPIER SECTION K I (REFER. SH-5) 2x6 BLOCKING 2x6 LOOKOUT 2x4 PLATE 1x8 TRIM 502' --I 2 1/8• 2 9/16' 1 c 2x4 STUDS 24"O.C. 39.8 90' 3/4' Tale I 90' 2x3 SHEATHING y PINE SOFFIT NAILER 1 20'-4 15/16- CUT BACK SHEATHING FOR 2x4 RAFTER TE \ ( 1/4• GABLE SHEATHING 3 3/4• ROOF VENT ON THE JOB 24"O.C. LST-22 KANT—SAG STRAP OR EQUIVALENT 3/4" T.h N CEILING TYPICAL 10/12 PITCH RAFTER FRAME SHEATHING 5 1/8'x16 1/2' LOG SIDING LAMINATED BEAM \ 2-2x10 HEADER INSULATION BY OTHERS (BETWEEN RAFTERS) \ 3/4'x 3 1/4` 1" MIN AIR SPACE \ 1x10 PINE TRIM PINE TRIM \\ VI 24 1 2' 23 1 2" \\ \�0. CEILING SHEATHING ---- • . o SECTION `G' j 5/8' ROOF SHEATHING 12 3x8 COLLAR TES 2-1/2.0x5• 'a 13'-0' LONG-48'o.e. \10 BOLTS (EACH END) (CUT TO FIT) \ M b 2} < 9'.5 n �. o \\ 2210 RAFTER PLATE 200 RAFTER-16"o.c. no 2!—e 2x8 RAFTERS 24"o.c. \� 5/8" ROOF SHEATHING SCREEN / 2x4 RAFTER TE 51 " 3I 1 ROW 19 SAVE TRIM 1x10 PINE CEILING PLYWOOD TRIM SHEA'1}11NG 6x8 TE BEAM Q6—D3S 8'-3" TOP OF SUBFLOOR SOFFIT LOG 2-2210 PORCH BEAM 6x8 CEILING JOIST TO TOP OF TE BEAMS. SIDING PORCH POST 6x8 TE BEAM #-/—D3S 3/4'x 3' PINE TRIM RAFTER CROSS SECTION I N 1 `o I r z V 1/2" UNDERLAYMENT 3/4" T.& G. LOFT FLOOR CEILING JI __ � II 7I I j 4nIx `4� POSTS S,LAGGED TO STRINGEROIST '—PINE RISER� SPIKER-D4S 12'-7 1/4,4" TIE BEM #1 1/2' UNDERLAYMENT RUSTIC 3/4" LOFT FLOOR TREADS 00 2x4 HANDRAIL-04S 6x8 TIE BEAM #6 \ 3x10 STRINGER \ O �`+ I`1\ 2x3 BALUSTERS-D4S Qi \\\ I\ I r -D4S 2 1/2" 2 1/2' 3x10 RUSTIC STRINGER-03S O 2'-10 1 2" MORTICE STRINGERS ON THE JOB I` 2x4 STUD LOG Q PARTITION y. O WALL M 9 M 0 T&G PANELING m " " uwi \`�' I '� m c a `l �c RUN I 6" 2^ - AX. a 3/4' T&G PANELING 0 I 42" MAXIMUM 1/2' UNDERLAYMENT m �\ O 34" MINIMUM 3/4' T&G PANELING _ 5/8" SUBFLOOR m o a \ RUSTIC RAIL BESIDE STAIRS NOT SHOWN I - I � 2x70 HEADER 3'-1 1/2' 1/2' UNDERLAYMENT \`\ 1 1/2"x10 1/4" RUSTIC TREAD s 2x10 FLOOR JOIST 2x10 FLOOR JOIST 5/8' SUBFLOOR o \ 2x4 HANDRAIL-04S 3x70 STRINGER-D3S 3/4' T&G PANELING LAG BOLTS AND WASHERS INSIDE STAIRS JR-S KANT-SAG JOIST 4-200 GIRDER #01 BY WARD HANGER OR EQUIVALENT 2-2x10 HEADER 9'-3- 3'-9" LALLY COLUMNS INSIDE II 2x6 PARTITION BY OTHERS NOTE: FLOOR FRAMING & ALL MATERIALS BELOW BY OTHERS 2110 FLOOR \\ 3/4" T&G PANELING 2x10 FLOOR JOIST JOIST 2-2x10 TRIMMER LOG 2-2x10 TRIMMER \ SIDING STAIR CROSS SECTION I PINE RISER - 2-2x4 BLOCKING \ I a \ \ D v \�3/4 3/4"x10 1/2' 8" HARDWOOD TREADS 1 1/2" NOSING--\j3/4" PINE RISER \ 9.RUN 10 FOUNDATION \ \\ WALL __________ \ HARDWARE BY OTHERS I 3/4" HARDWOOD FLOORING i \ m NOTES: . MAXIMUM AND MINIMUM DIMENSIONS AS SHOWN 0 5/8" SUBFLOOR MAY VARY. INSTALL IN ACCORDANCE WITH LOCAL BUILDING CODES. \ � THE STAIR RISE DIMENSIONS ARE DETERMINED N 1'-9" 1'-9' 1 1/2'x6 1/2' ON THE BASIS OF OVERALL DIMENSIONS AS SHOWN. 11 LANDING FRAMING IT IS THE RESPONSIBILITY OF THE BUILDER TO SITE \�\ MAX. 3'-6' CHECK THIS PRIOR TO CUTTING STRINGERS AND 30' MIN. A ADJUST, IF NECESSARY. ' 3-2x72 STRINGERS) \• T 'I� 3/4" HARDWOOD STAIR SECTION I \\ FLOO5/6'RING SUBFLOOR BASEMENT LANDING DETAIL I 3/4" -D" 1 1/2"x6 1/2' LANDING FRAMING tpl CONCRETE SLAB BY OTHERS 3'-B" r3Lo 765-1802 BUILDING DEPT. I SPECTION TION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL [ ] FIREPLACE A CHIMNEY REMARKS: cu O DATE / INSPECTOR f `—� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET'1 t I VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR. sore ex <- c - l a /. ,?o S W,. ociJ hlc4c l( i TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS G f� 44 AZ e k ' Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total BOAFD OF HEALTH . . . . . . . . . �• FORM NO. 1 3 SETS OF PLANS . . . . . . . TOWN OFSOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765.1802 NOTIFY ; L / CALL . . . . . . . . . . . . Examined//. . . . . . . . . . . . .. HAIL TO : LL v �?SA."S.ty. . . . . . Approved . .4� . . . . . . . . ., 19j�J. Permit No. <Cy . . . . . . . . . .. . Disapp roved.a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Bfiildin� Spector) APPLICATION FOR BUILDING PERMIT `` Date�.IU.L.�: .1:,. . . . . ., 194K INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever,until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and hr building for necessary inspections. (Sign Lure o�f apcant,br name�if a corponratibn P4. . . * <l. U: 41.11 o 4 . .W.. .�1�}� (Mailing address of ap licant) State whether applicant is owner, lessee, agent, architect, engineer, g neral contractor, electrician, pl Ziler or builder. L. N-. . . . . 5%tL . .++. Px t . v✓ . .l -Qrs) ,/Sk,.�. . Name of owner of premises . .W X I£.(L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ✓ N'. . ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Plumber's License No. Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. 1. Location of land on which proposed work will be done. . W e� yr✓.kms/ . . 1. [L , . . S?T!.14 L . . . . . . Clouse Number Street Hanilet County Tax Map No. 1000 Section .7�'p D. . .�.`. . . . . . . Block .1. . . . . . . . . . . . . . . Lot . L'. . . . . . . . . . . Subdivision ./ h7 r. �� (. �. riled Ma No. Lot . . . . . . . . . . . . . . . v p . . . . . . . . . . . . . (Name) , 2. Slate existing use and occupancy of premises and lI intended use and occupancy of proposed construction: a. Existing use and occupancy . . . V.�. LJ?. .T. . . . .(na.,►J./7. . . . .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . . I. .? .IQhr ��.v. . . . .Or.W/G.LL�.N6. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Nature of work (check which applicable): New Building , .�. , . , . Addition . . . . . . . . . . Alteration Repair . . . Removal . . . . . . . " ' . : . . . " Demolition . . . . : . . . . . . . . . Other Work . . . . . . . . . . . . . . . 4. Estimated Cost . . �� (Description) . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S. If dwelling, number of dwelling units . . . . .I. . . . . . . . . .. Number of dwelling units on each floor . . . . . : . . . . . . . . . . . If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of eacli 7. Dimensions of existing structures, if any: Front . . . . . . . : type of use . . . . . . . . . . . . . . . . . . . . . . . . . . . Rear, . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . Number of Stories . . . . . . Dimensions of same structure with alterations or additions: Front . . . . . Depth . . . . . ... . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rear . . . . . . : . . Number of Wries . . . . . . . . . . . 8. Dimensions of entire new construction: Front . . . . � .3S• ; Rear . . Ileiht .�o1A .i. . . 3M.Y. . � 3. . . Depth . 1.`�. . . . . . g Number of Stories . �! ,.. . . . . . 9. Size of lot: Front Q . . . , , • " " " " ' . . . . . . . . . . . . . . . . . . .` . . . . . . . . . Rear �4: . � . . . . . : . . . . . . . I• Depth 34� O°�. . . . . . . . . 10. Date of Purchase 11 t0.. . �.�.�Q.a�-k . • , • • , , , . Name of Forme wrier . . . . . . ��,,11�� 11. Zone or use district in which premises are situated . . . .��S.t t ,,l , 12. Does proposed construction violate any zoning law, ordinance�e regulation: 13. Will lot be regraded %4 ` g "�� 0 I " " " " " 1 o � . Will excess fill b �emoved from premises: � e�s` No 14. Name of Owner of premises Wt X.�W�. . . : . . . . . . . . Address vw�, ?tr, . ,c..) : : : : Phone No. . . . . . . . . Name of Architect Address . . . . . . . . . . Phone No. Name of Contractor . . . . . . . . ' ' ' ' ':• • ' . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . Phone No. 15. Is this property within 300 feet of a tidal wetland? * " " " " " " " *If yes, Southold Town Trustees Permit may be required. No. •X PLOT DIAGRAM Locate clearly and distinctly all 'buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. , GE// APR ED AS NOTED DATE: B.P.42- 93 FEE: BY: NOTIFY BUI G DEP, E T AT 765-16302 9 AM TO 4 PM FOR THE (r�� 0.1u1u\1v FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE )° 2. ROUGH - FRAMING & PLUMBING �j �, //� 3. KINSUTI ONSTRUCTION MUST C ` ��'_S X�( s�GIa C� 1� 4.4 PLETE FOR C.O. �>^ct ALL—eellSTRUCTION SHALL MEET rv,• ;^ - THl`REZQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY E CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS STATE OF NEW YORK, COUNTY OFA. . . . . . . . . . . . . . . . . S.S �L. . • • • • • • • • • • • • • • • . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of fildividual signing contract) above named. Ile is the . . . . .G . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perforin or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before nie this . . . . . . . . . . . . .day of. . . 19 .g. Notary Public, . . . . . . . . County CE M.W.MNS Notary Public,State of New York No.4952246.Suffolk Couriyt t ' ' ' ' ' Term Expires June 12 19 77 ( ure of applicant) 5Dqa 16 1 58ItG hREA . SUFFOLK CO. HEALTH DEPT. APPROVAL (� 2�j ��:-� H. S. NO. ' RIss.) - CE55POO15 J (.- _ GAJ ! y T f _ STATEMENT OF INTENT i �BS�` 3S• THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL . +(_ ! t r7 � . I CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES. (S) APPLICANT 1.1�` R r To µOUSE SUFFOLK COUNTY DEPT. OF HEALTH, �L� °�/7���• `" --- .. -_ /.' , .,�- _ _ i ( _ SERVICES - FOR APPROVAL FOR / � CONSTRUCTION ONLY f� � ..� ENVELO -.i.�'>�:. ,_-- DATE: �T ` f \ \ !SO" ? 16 I H. S. REF. NO.: ` ,o 4 °n APPROVED: �p OF Q0 33j �� aG / M' ` j SUFFOLK CO. TAX MAP DESIGNATION: 1� i ��l c-'— - 5 w - 90z () DIST. SECT. BLOCK PCL. -7 32.2 14 �PF'�) S/ QNCREL. W 180 i OWNERS ADDRESS: ►. TEST MOLL; POUMDA, �: .._._ 1D WELL - ' ; ' 305 5"THpelyg. TN t ` ( ou Tm. Tfo5-4410} DEED: L.2341 P.'64 TEST 40LE STAMP r � 'r p 1.1 !� ✓o Ines aorve inn 1� Y :>Urbn M K / Q `. �1"- Se.Ywn/2�8 of inn New YM pay. 2A"� _ -.,:,� o"F.':s awuc5'rtiaO enl Myyq (' �" t' �/ YtAAh1 ; r.^ <'survz�ors 6i:cV sales a( ( -,.•• _. — r Hues vaLd tnw co ���•,� ' J f ul n r 1 BGAWN % - f aY c on brr Cm IZAMY 9" v' ?7'}'� .R l� IY QJWTOUP-S FROM SUFE CA D.P _Aer4,k -- 3' - 5<A`F >i 'I ° a �� �C g1J2V8Y DicTum MLRN SEAE . L- LAN--0VO, P&G owww r"Kl"MfSerY IN FLOOv ��' Ga �. WWI C3=r�YJs,4r -FlFE-- . p iQ Sq. o - — Its REAL _. . _ C6 \ r^ t c --� - -• ..1 C r r' WATE12 71.5 n ; 1 (AHI . r'F �j ! }},JI�A*}C E PALE I www LAND GF GLANTLMAr� - _r C! f U 4 -rQ >+�F�F OlK c.���,t�r Y N'w lOt 4Al- HM)v. ' .:�� --> p __'J —_ 14NE 10 ,\ Vq\�1 - - - - - - - - -- - MAP AMENDE9 MAY 18, 1945 - W YED APR-1T1 f995 COARSE ot�? rte^✓A\9 B�UtSrONE �- Nov31(996 R ERIK VAN _TUYL. P V l/ 50 FQDT PRI E f, Ir, i2. N S9 O1 �rw vnr ,0^U N LICENSED LAND SURVEYORS IT a a GREENPORT NEW YORK 22S.p - aum�e u�m anla. _ ,a