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26398-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27707 Date: 05/21/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 185 WATERS EDGE WAY SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 5 Lot 57 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 17, 2000 pursuant to which Building Permit No. 26398-Z dated MARCH 17, 2000 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 TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to WILLIAM & LORRAINE DALTON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-97-0074 04/10/0 ELECTRICAL CERTIFICATE NO. 41695 02/27/01 PLUMBERS CERTIFICATION DATED 04/03/01 K&K PLUMBING & HEATING Authorized S' nature 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) PERMIT NO. 26398 Z Date MARCH 17, 2000 Permission is hereby granted to: EUGENE GAROFALO 185 WATERS EDGE WAY SOUTHOLD,NY 11971 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. THIS PERMIT REPLACES BP#25587 . at premises located at 185 WATERS EDGE WAY SOUTHOLD County Tax Map No. 473889 Section 088 Block 0005 Lot No. 057 pursuant to application dated MARCH 17 , 2000 and approved by the Building Inspector. Fee $ 593 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 jForm No. 6 - I ' TOWN OF SOUTHOLD b-5- 4j BUILDING DEPARTMENT TOWN HALL _ yf 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCYole" � ? J� A. This application must be filled in b t Pp y typewriter OR ink and sub "it ,ed to the bui'lding � inspector with the following: for new building or new use: _- i 1. Final survey of property with accurate location of all buih 44-V& 2), pr p'etEy line, 9 . . streets, and unusual natural or topographic features. i' Yfl 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. S• Commercial building, industrial building, multiple residences and similar buildings .k 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 Occqpancy is denied, the Building Inspector shall state the reasons therefor in writing'to the applicant. C. Fees 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 - .2510 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 �. Date . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . e.-"-. . . . Old Or Pre-existing Building. . . . . . . . . . . . . . f Location of Property. . . . . . �1 �'1 � . . . .. .. .. . . . . . 10. F1t� . .. . . . . . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property.. . !lF� /??! .9c.4e. . . . . . .`. . . . . . . . . . . . . . . . . . . County Tax Map No 1000,, Sect on. . . . .94K. . . . .Block. . . 6 . . . . . . . . . .Lot. .v. . . . . . . . . . . . . . . . . Subdivision. Filed Map. C7-jJZ-T/�1f.Lot. . .V .R�. .-'�-�. . . . . . Permit No. . .Q.(to3. . d. . . .Date Of Permit. . .. . . . . . . . .. . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . .% . . . . . . . . . . . . . . . . . .. . .Underwriters Approval—,....... . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . .. .. . . . .. Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . e_,� . . Fee Submitted: $. .. . . . o2 5. . . . . . . . . . . . . . . . . . . Q / �• �� . . . . . . . . . . . . . . . . . . . . . . . . . . '10 APPTICANT Town Hall, 53095 Main Road C* C4 Fax(516)765-1823 P, 0. Box 1179 W- Telephone(516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATE: �Xb Building Permit No. Owner: Pg ALz7-.4 (please print) Plumber: (1516ase pripv) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 1 -+9 Notary Public, Co t 7ip�#q � ELIZABETH A STATHIS NOTARY PUBLIC,State of New York No.01ST6008173,Suffolk Courly Term Expires June 8,20.0Z :{7,'•: LSir `tr.iitrra: ;i •.• ti t/ �t/g�—no, 1r+ 1 t \J/:•;•�vi• :r\t/ it <r\ .:,.nrprr. .:U,. .rtt,.' rS. di: ..r}•;; •iil'!1•JN tis; na?.Y,••Ir}•., e:``'nA•i�;.. ri.}L.<,.Is. .r�A,s af,.,,�.f.;n .i tl7r'tin oh., (: •`L'' •,i.. ..5, „1, nVr'yi; :{ j ..s„r.Ar,,,• .ri,.nr;r ::NrtC:,i?.� ! ' ;..: Sf,• •..i rift `t . 'f%,ply, ..N}:• u. ! 4'14':. , i / h ::'rti'nf.,s w:'s:': . rr. t, ••i, .r.,, r• iii^ �2., ,i0.2::.:'}tl:+° ^S.•',�'k�=::. ¢%�.. . kms, •i:}zii.', ;I:z't:;l. Fad:.}.•.. 'i''ii .,4 'T t” f ♦ r^s. ',�.r`sSp ..�.xl.` :ifjS "Aij`• `�.: & Electrical Inspection Certificate ucHi ii»»it . Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchogue, New York 11772 »i f «a; (631)286.6642 ... Date: 02/27/2001 Application No. : 41695 Issued to: William & Lorraine Dalton / i»;; Street: 185 Waters Edgr Way , " Village: Southhold Zip: 11971 Town:Southho/d Section: 88Block: 05 Lot: 57 .• Introduced by: Maxell Electric Corp. (L) Lic.# 4317-E was examined and found to be in comp/lance with the Nofiona/Electrical Code _ ------=.•• ❑Attic ©1st Floor ❑Indoor © Residential El Pool El Dot. Garage ©Basement ©2nd Floor ❑Outdoor ❑ Commercial ❑ Hot Tub ❑ NV Defects 10V Switches Receptacles Fixtures GFI Heaters A/C Fans ;;;' 41 75 53 6 6 �' - Dishwasher Washer/Amp Dryer/Amp Oven Range/Amp Garbage Disposal ' 1 2 20 2 30 1 1 40 Furnace Oil Gas Circulator Smoke Detector Bell Transformer rk 1 X 7 Meter Amps Phase UG/OH Telephone Television Carbon Monoxide K •t>:•:;: 200 ©/ ❑ 2 \ :=': • Other Equipment: t ~ ' 50AMPwa//oveymicrowavejacazzi/cooler %• Hugo S. Surdi President "'�� � Building Permit No. This certificate must not be altered in any manner �'��"..•.,�\ i Inspectors may be Identified by their credentials .:.c-__ .3 :� �,\j;if„ „1jr,S ♦i[ l . `ipf v( i , a33 , Z /" ...t• ">.n 1` 'f+'yXVi..ivj .=,`3f, n :`s, ti Ll=i`iv'Ifi$"(1,,a22�ij/� :R'S,S Yr�.t..�:(, l�} f i �f i,�,, 1., %.� r:z''• .ari .'d '.:v .G �:i: .A 't i .'r• •,r ••rr5f,; ,y r. ''r rr.th•.� r rri':j�: tt r r "tr,ril�j`�:'�%'ii'7�SY;" :y'fI'}'ij;j :�ir. .,i�rJ: i :trill>::'�/filt'r'r.i 1 r„ i iJ�.'it i'i.r.t`:: SS,lr r'. a l.2„r, r�rl}'1 .pS�.hrP:• k,A.,. `• � '•:� �+. V• 4sr:.f: �M�'.4 ..,}. �r4,j,, : .,gi i. ). .:,b.'•'yP' su.J.r3 .4.y t t . i` 'i'f",. I' 1t a '"' rj.> 's 'Ii;..:a7� ��t�•':i��2�•:,%'A'�I\�'t.\r_'�.r t.e.vt: 'n:...:•}i•'1:ktr. �:.':e `�i� ..,RONMENTAL CONSERVATION EFFECTIVE DATE A ril 30, 1997 PEA I T EXPIRATION DATES) Under the Environmental April 30, 2000 Conservation Law TYPE OF PERMIT I New D Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608: Water Quality 0 Article 27, Title 7; 6NYCRR 360: of Waters ' Certification Solid Waste Management 0 Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES 0 Article 27, Title 9; 6NYCRR 373: Supply Hazardous Waste Management 0 Article 19: Air Pollution 0 Article 15, Title 15: Water Control 0 Article 34: Coastal Erosion Transport Management 0 Article 23, Title 27: Mined Land 0 Article 15, Title 15: Long Reclamation 0 Article 36: Floodplain Island Wells Management 0 Article 24: Freshwater Wetlands 0 Article 15, Title 27: Wild, 0 Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control 0 Other: PERMIT ISSUED TO TELEPHONE NUMBER Laura Rosenberg (516) 487-7566 ADDRESS OF PERMITTEE 2 Spruce Street, Apt. 6B, Great Neck, NY 11021-3806 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Bertani Builders Inc., 1380 Oakwood Drive, Southold NY 11971 (516) 765-1594 NAME AND ADDRESS OF PROJECT/FACILITY Rosenberg property, Lot tt6, Watersedge Way, Terry Waters Southold, NY 11971 LOCATION OF PROJECT/FACILITY SCTM #1000-BB-5-57 COUNTY TOWN WATERCOURSE MYTH COORDINATES Suffolk Southold Hog Neck Bay DESCRIPTION OF AUTHORIZED ACTIVITY Construct 102 linear feet of navy style timber bulkhead and backfill with 100 cubic yards of clean sand. All work shall be done as shown on the attached plans prepared by Warren A. Sambach dated April 1, 1997 and stamped NYSDEC approved on April 30, 1997. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Charles T. Hamilton Building 40, SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE �_ May 2, 1997 Page 1 of 5 :Y,` v'. Yr. ° ' 2%49 �k, 111�UkOAV �w. ,s u E "Irsi17 Sip r' `^,i��sA^yi. dY'r 9i?y n'74a'3r h" 3 Board Of Southold Town Trusteesk yi SOUTHOLD, NEW YORK PERMIT NO. 717 DATE: ..M.arch Z8.. ..1997 1 ISSUED TO ......Laura Rosenberg . . ... S�" ; Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the <" State of New York 1952; and the Southold Town Ordinance en- ' titled REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and they `r REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM a Ayj LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on March 26, 1 19 97.. , and in consideration of the sum of $ 150paid paid by !r Bextanx+. :Builders an behalf .of L. .,Rpsenberg,._ t !s a of ..... .. ..... ... N. Y. and subject to the d Terms and Conditions listed on the reverse side hereof, ` ,1. of Southold Town Trustees authorizes and permits the following: h 'r construct approx. 100' bulkhead to attach to neighbors existing i, a rs {; bulkheads, reconstruct 30' low profile groin and construct a single family dwelling as per survey dated March 25, 1997 with /7 ql 201 non-turf buffer behind bulkhead. all in accordance with the detailed specifications as presented in ? .: "J the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- �F by causes its Corporate Seal to be affixed, and these presents to l be subscribed by a majority of the said Board as of this date. Fn / 0 ! Trustees " #aL"`.`'M�`tu:t''.rd�'.4.5'.....k...d:✓'u rvr "'"x'_.,m'._7�,r ..�`��L...d., 'M v�uft�.edul..d l r �r'''r.,.�.�er^R °.a 2�i�&�d►"•^�� rc�,/�\�a`"`d� *s.'�,xa t. x"�v/ m � i 9 y s,9^zY.rr/{ ^.u� . �\�"a,`%� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25587 Z Date MARCH 9 , 1999 Permission is hereby granted to: EUGENE & DOROTHY GAROFALO 621 MARCUS STREET VENICE FL, 34292 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. at premises located at 185 WATERS EDGE WAY SOUTHOLD County Tax Map No. 473889 Section 088 Block 0005 Lot No. 057 pursuant to application dated FEBRUARY 8 98 and approved by the Building Inspector. Fee $ 593 .00 Au horized Signature COPY Rev. 2/19/98 i j'. -------------!-i-------- --- --- ------------- --`-- --=- �4GCl�t-eJ�_fla/�C7_ j �a -- - - - - J- -= - `- -- - --- --- - - - - ------ F ol S U T E R AND S U T E R A R C H I T E C T U R E L A N D S C A P E D E S I G N September 29, 2000 Town of Southold Building Department ,�;,,;E P.O. Box 1179 Southold, N.Y. 11971 Re: Dalton Residence Waters Edge-Way — - - Southold, N.Y. Attn: Building Department: We have revised the Dalton residence garage doors. We have taken out,the two overhead doors and replaced them with one 16'0" wide door. The 16'0" door requires a larger header. Use (2) 1 %" x 11 %<" microlams. Sincerely, Richard M. Suter RMS/la cc: Dalton sT,gT 1 7$ Fof Ewe P. O . BOX 1709 QUOGUE, NEW YORK 11959 631 653 3877 FAX 631 653 3878 i 1 1 1 1 lam' �'�� %��.• ' r � i ��i ��,� �,�,� .�/�f �i✓moi " '''- r i 11 1 1 I r i s 4" / q S U T E R AND S U T E R A R C H I T E C T U R E L A N D S C A P E D E S I G N qtj ,. May7 2001 Town of Southold Building Department P.O. Box 1179 Southold, N.Y. 11971 Re: Inspection of Foundation Crack Dalton Residence;'Permit#263-9$ Waters Edge Wa Southold, N.Y. Attn: Building Department: The 8" thick foundation wall has reinforcing piers 16'0" apart and additionally, steel reinforcement bars running horizontally at the top of the wall. The crack is a normal construction crack due to shrinkage and will not affect the overall structural soundness of the foundation at its present size. EaED AR Sj Sincerely, ��'QO2` GTS Cif 2 .p i Richard M. Suter R. F 0 E`N RMS/la cc: Spitaliere Dalton P. O. BOX 1709 QUOGUE, NEW YORK 11959 631 653 3877 FAX 631 653 3878 Ih f G //l/.�llY a 4��. //5��.\�, �F4//k3i'\ h,/(1 •�l\v'' �//N' T,Y � '4A R`TS�I\'�:s/ I/ � r- zc :2 +�V'^�°�'k'�ii3__.��-*_'9.3'""'�e+'.�v:.�.K.eir�""u. +�'°^��'T`�""q'""•�%�`"T'"�� , Board Of Southold Town Trustees SOUTHOLD, NEW YORK k" ' ' . '"' PERMIT NO. q 7 1 7 DATE: ..March 28.,.. 1.997 .. r j 4 L ura R nbg u Q se e - •�' ..<9 �q ��I cif, �rF' .'•�i Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of +he State of New York 1952; and the Southold Town Ordinance en- i r Nr titled "REGULATING AND THE PLACING OF OBSTRUCTIONS + IN AND ON TOWN WATERS AND PUBLIC LANDS and the ll REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM r !i LANDS UNDER TOWN WATERS;" and in accordance with the •t sra Resolution of The Board adopted at a meeting held on March 26. 19,.97,,., and in consideration of the sum of $., 150.00 paid by j,' of I Y. and subject to the t 44 Terms and Conditions listed on the reverse side hereof Is m Ft.ertaxu:. .1�inlclQrs on behalf of L., $osenber ba of Southold Town Trustees authorizes and permits the following: ' i construct approx. 100' bulkhead to attach to neighbors existing {j bulkheads, reconstruct 30' low profile groin and construct a If 4� single family dwelling as per survey dated March 25, 1997 with { 20' non-turf buffer behind bulkhead. all in accordance with the detailed specifications as presented in i 'a evil the originating application. r ?+ IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. " c a., � o O kk y o ',+��..... .. .... ZZZ Trustees .�.... 4. S i JEp / t I �cc'4, L a. �' r r '.at.`.°.��m��.•",w1:•m,..�� u nr e�.�Y 'F° ��`SrsSr...J"�v.rT. r•,d..,'. .�.,r ter/r.s:.�" ; y '.'. ' r ``LM'3�, .✓. \,•'.P"At ry , . ' 4 'k , i{er :fly .Qa !$ �3 . �' r • .. v yg•,.•.• /1�,.�4Y- fi.;'_Z �'. ya..- :.9v/// �-... l ,+ , .:.. �/nig\`i�\. SPITALIERE CONSTRUCTION 54655 MAIN ROAD P.O. BOX 552 SOUTHOLD, NY 11971 Phone: (631) 765-6614 Fax: (631) 765-9654 March 16, 2000 Southold Building Department Main Road Southold,NY 11971 To: Southold Building Department, As agents of William and Lorraine Dalton,of 85 Linden Lane, Glen Head,NY,we are hereby requesting renewal of permit#25587. Please find enclosed a check in the amount of$593.00. Th You, �% Spita ierl' a Gons �,,i i 16 2000 ..,NONMENTAL CONSERVATION EFFECTIVE DATE April 30, 1997 P ETT I T EXPIRATION DATES) Under the Environmental April 30, 2000 Conservation Law TYPE OF PERMIT I New 0 Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608: Water Quality 0 Article 27, Title 7; 6NYCRR 360: of Waters ' Certification Solid Waste Management 0 Article 15, Title 15: Water 0 Article 17, Titles 7, 8: SPDES 0 Article 27, Title 9; 6NYCRR 373: Supply Hazardous Waste Management 0 Article 19: Air Pollution ' 0 Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management 0 Article 23, Title 27: Mined Land 0 Article 15, Title 15: Long Reclamation 0 Article 36: Floodplain Island Wells Management 0 Article 24: Freshwater Wetlands 0 Article 15, Title 27: Wild, 0 Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control 0 Other: PERMIT ISSUED TO TELEPHONE NUMBER Laura Rosenberg (516) 487-7566 ADDRESS OF PERMITTEE 2 Spruce Street, Apt. 6B, Great Neck, NY 11021-3806 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Bertani Builders Inc., 1380 Oakwood Drive, Southold, NY 11971 (516) 765-1594 NAME AND ADDRESS OF PROJECT/FACILITY Rosenberg Property, Lot #6 Watersedge Way, Terry Waters, Southold, NY 11971 LOCATION OF PROJECT/FACILITY SCTM #1000.88-5-57 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Hog Neck Bay DESCRIPTION OF AUTHORIZED ACTIVITY Construct 102 linear feet of navy style timber bulkhead and backfill with 100 cubic yards of clean sand. ALL work shall be done as shown on the attached plans prepared by Warren A. Saabach dated April 1, 1997 and stamped NYSDEC approved on April 30, 1997. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Charles T. Hamilton Building 40, SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE �(� May 2, 1997 Page 1 of 5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25587 Z Date MARCH 9, 1999 Permission is hereby granted to: EUGENE & DOROTHY GAROFALO 621 MARCUS STREET _. _ . VENICE FL, 34292 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. at premises located at 185 WATERS EDGE WAY SOUTHOLD County Tax Map No. 473889 Section 088 Block 0005 Lot No. 057 pursuant to application dated FEBRUARY 8 1998 and approved by the Building Inspector. Fee $ 593 .00 Ahorized Signature ORIGINAL Rev. 2/19/98 ��' >�1 � � \ Y� 3{ rf � nF,' ^� ��.✓�^�t;j` ,�n +d`Z� i� � f �,' ..k" ., � 21 8 z. a ty' rr E K 1 ls lt Ls f v £. }3� { F � Av L s } ., S �` ave rw a• vry _ tl �x �` s — ayy''�Y g }r`' �"3a�$ tm x �L ;rye + L x u _ + aFa`4p 8 '�R a✓ � 5,:3$,ung 7i .+ 5 4�0 49 gst is .: xa ` t i Y G t Issued 'To ` ,Date 3 a7=� Address = � � h y \4 r iss d z r `�� ve w E ,l ::� TH15 NOTICE MUST BE DISPLAYED DURING CONSTRUCTION r yi ja 6 S't �1 ! Ns, 2 = TOWN TRUSTEES OFFICE.TOWN OF SOUTHOLD IN` _ i x x'crd x k x ry it s"?4 µye r h� 4 N'awg �.Mis'sk z\ L - ` � i %'S :Fi'"*``' � o#' 4 /t it 2�qS<jX'ii X r { V 1 J � C ,a&�h'+ r k x h SOUTHOLb N.Y 1197 l p t i � i '�� sg� 1 m✓{jhJ r aY'oi�3`"it}xh'h K.'� L ,f� `�l,ti,v`�`�' ;Y-yfOS � x y � , r ix � April 30, 1997 t t George E.Pataki Governor Alexander E Treadwell Secretary of State John Bertani John Bertani Builder Inc. 1380 Oakwood Drive Southold, NY 11971 Re: F-97-231 U.S. Army Corps of Engineers/New York District Permit Application #97-03290-L2 Laura Rosenberg, Hog Neck Bay Town of Southold, Suffolk County DEC #1-4738-01563/00002 Dear Mr. Bertani; The Department of State has received the information you provided on April 2, 1997 describing the above proposed project. We have been informed by the U.S. Army Corps of Engineers that a Department of the Army permit will not be required. Therefore, no further review is required by this Department. We appreciate your referring this information to the Department of State for review. S,iinccceerr`�eely, _,/ William �oW- � /" Chief, Consistency Review and Analysis WFB:SCR:dIb cc: COE/New York District- Sophie Ettinger DEC/Region 1 - Regional Permit Administrator Town of Southold - Albert J. Krupski, Jr. NYS DamrVENT OF STATE. Division of Coastal Resources and Waterfront Revitalization Albany,NY 122.97-0001 Voice:(518)474-6000 Fax;(518)473-24(4 JI F �.� S N MA/N (A RD u PAI ZONE X (SEE CON! ZONE S X M/O : Y COMI t, r lNq y `3 e r r ZONE 0 ZONE " gAMe�es X X � r 4„ THIS M COAST< OTHERCOASTA COASTA Nonce w wh" 6 0 ZONE X SUNSET wbmm u L0' 'S1? 5: ZONE X 3 COASTAL BASE FLOOD ELEVATIONS � e Federal APPLY ONLY LANDWARD OF 0 0 NGVD Town of Southold 360813 New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook, New York 11790-2356 Telephone (516)444-0365 AM Facsimile (516)444-0373 taboo John P.Cahill Commissioner Ms. Laura Rosenberg 2 Spruce St. Apt. 6B Great Neck, N.Y. 11021 Date: March 13, 1997 Re: 1-4738-01563/00001 Terry Waters SCTM 1000-88-05-57 Dear Ms. Rosenberg: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the bluff as shown on the survey preparead by John T. Metzger dated Jan 28, 1997, is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, cc: J. Bertani BuilderPerm � d Administrator M-1802 BUILDING DEPT. INSPECTION ' [ ] FOUNDATION IST [ '] H PLBG.� [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPI. & CHIMNEY REMARKS: PATE� INSPECTO M-1002 UILDING DEPT. SPECTION [ ] F NDATION IST [ ] ROUGH PLEG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP A CHIMNEY REMARK DATE INSPECT M-1802 BUILDING DEPT. INSPECT [ ] FOUNDATION IST [=PLBG. [ ] FOU DATION 2ND [ ] INSULATION RAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: d der ..- DATE INSPECTOR r 765-1802 BUILDING DEPT. SECTION [ FOUNDATION IST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: s CW DATE INSPECTOR i 3fF 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] i ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: At r ,DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / [ OIZFINAL [ ] FIREPLACE A CHIMMNEE-Y- MARKS: l�1 ' ,DATE INSPECTOR 765-1802 BUILDING DEPT. ,G - `f' INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG."�- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS:� � PATE d� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. A& [ ] FOUNDATION 2ND [ ] INSULATION fill ) [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA KS: �- uue DATE �� _INSPECTOR BOARD OF HEALTH . . . . . . . . .. .. .. . FORM N0. 1 3 SETS OF PIANS . . .. . . . . . . . .. . . TOWN OF SOUTHOLD SURVEY . . . . .. . .. . . . . . . . . .... .. . BUILDING DEPARTMENT CHECK . .. ... . .. ... . . . . .. . . ... . . TOWN HALL SEPTIC FORM .. . .. .. . . . . ... .... . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: y �} ^ c CALL .. . . . . . . . . . . . . . . . . Examined... ....!......., 19 'I� dG,30/p MAIL TO: . .. . . . . . .. . .. . . . . . . . 9 �5 Approved...........'......, 19.1.9. Perrot No. ................................... Disapproved a/c .................................. ........I.......................... (Building Inspector) FEB 8 1998 PLICATION FOR BUILDING PERMIT BF�r � pp '/, Date. . . . .. . . . . . . . .3, 19.1y. �G.DEPT, D "�'' INSTRUCTIONS a. This application -,at be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan stowing 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 p�rmdt shall be kept on the premises available for inspection thronngtnout 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. APPLICATICN 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, lousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. LI.......i3..er..l-un.'.....u c l..... . •....... .... . . .. . (Signature of applicant, or name, if a corporation) /3 �cc/Gc�vod ✓�rlvvl fvlff-1 (Mailing address of applicant) IVLY /(171 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builders ...................................... ftlPdu l...CRYIVOr ................................................... Hare of owner of premises A_Xl�LA- L &Ct' 'O+ca -.�......................I........................ (as on the tax roll or latest deed) l If applicant is as corporation, signature ofpduly authorized officer. ;olv. Ct'G. 'o.•K ZCCGcrth�n vV............... (Name and title of corporate officer)) Builders License No. Plumbers License No. .... !� ni�.t°lrnb, Electricians License No. .. .. Other Trade's License No. .................... 1. Location of land on wbich proposed work will be done.............................................................. W r0aMnl ............................ ................... Haase Ninber Street ,,ii `Hamlet County Tax Map No. 1000 Section .....M....... Block ......0.55...... Lot ... '. ......... Subdivision ...FC, !. ..WCJVfta.............. Filed Map No. —12 YO Lot ....cP......... () ) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...........K.�.'.c^.f:..Ic` .!-................I.............................. b. Intended use and occupancy ........... -"�.�t'hs� «tn ......................... ....... ........................ 8114TAn A HMASb 1N ituf VVOM104fcs?,01j8UgWATOW %Invcosltrmuc°,(' tt3008TOt0.04 .OS.8 onuL xsiigxD imoT i. Nature of work (check which applicable): New building ..X..... Addition .......... Alteration .......... Repair ............ Removal .... ' Demolition ............ Other Work .................................. cc, \ (Description) 4. Estimated Cost fee .............................................. (to be paid on filing this application) 5. If dwelling, number of dwelling units .....J...... Bucher of dwelling units on each floor ....)........... Ifgarage, number of cars ...... ............................ 6. If business, commercial or mixed:ioccupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Height ......................... ti:mber of Stories ...................... ane Dimensions of sstructure with alterations or additions: Front .................Rear...._......,...... Depth .................... Dight .................... Mober of Stories ............,; 8. Dimensions of entire new construction: Front ....k3., i .... Rear ... ..�i... Ik th S.4 ..... Height ...................... ......P`:............ Number of Stories i I .�n r.'.a] ...... Depth .�� . L- 10. Date of Purchase ................•...• Rear ... 9. Size of lot: Fribnt .... D.O. •• ...... Name of Former Owner ..................... ....d'd�ttl.ex"r,�,�tbG�61�O7 IT. Zone or use district in which premises are situated ...,. ..............�............. .............. 12. DoesProPo sed construction violate any zoning law, ordinance or regulation: ....n°................. 13. Will lot be regraded '......... Will excess fill be removed from premises: YES * NO 14. Names of Owner of premises�'C •, Arses. �i!......0... Address .. o�z�-! G�;1.�;1.a,�wr,:ffi,.�Ct�.l�c,>�L Fn«:a1b.9H1_!fpS- va3 . vL9>r Name of Contractor �hn....fp.ln N.......... Address a'4r��tr Phone No. Nae of Architect l.'Yl.(r�iu�.. .1 ........ U L :T iA .. Address No. P�rb Illi( (/g�1 I5. Is this within 300 feeC' of a tidal wetland? * YGS ...�,..... NO .......... *IF YES, SJIAl1ofD TOM TRDSiFkS PMMT MAY BE REQIIRED. ser— kca, 1 -1&W�,,,M � y�rr�/Y^ tjLc A VY1 PLOT DIAGRAM U 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 nares and indicate whether interior or corner lot. See, a-t4zo-K. SPAIE Or MW YORK, CUONIY or/...Std, ...... .........h f!} 4 ..�:.. t....................being duly sworn, deposes and says that he In ti:e applicant (Name of individual signing contract) ', above nand, n Ieis the ................. 4! ............... ............................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in tlh manner set forth in the application filed therewith. Sworn to before me this � �......d of f.. ...� .19....��. . Notary Publi :: :.. ��� ELMABQTH'ASTATHI$ (signature of Applicant) NOTARY PUBLIC State ofNewYo* No.01ST800817'g,Suffolk Cly Term EyOr"Uune 8,20r —T CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY LUQte5425 PacE45 i U. S. I R. 4 .. .. .R. THIS INDENTURE,made the 1st dayof October nineteen hundred and Sixty-three BETWEEN EDWIN F. CONRAD and MARGARET L. CONRAD, his wife, residing " at Southold, N.Y. (P.O.Box 958) s . party of the first part, and EUGENE 40.ROF4LO and DOROTHY GAROFALO, his wife, E residing at No.5921 - 69th Avenue, Ridgewood, 279 N.Y. , R wu: Cal4� I� • party of the second part, WITNESSETH,that the party of the first part, in consideration of pONE ($1.00) - - - - - - - - - - - - - - - - - - - - - - - - - dollars, ,Ilawful money of the United States, and other good and valuable eonsideratiolBaid aI by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or �I I successors and assigns of the party of the second part forever, -- J j ALL that certain plot, piece or parcel of land,3t*k 7R9 ft 7kl}OC9QR7C 67LhGSjG situate, lying and beingjp7Cj 1. at Bayview, in the Town of Southold County of Suffolk and State of New York and known and designated as Lot No.6 on a ( certain map entitled 4Map of Terry Waters at Bayview, Town of Southold, ISuffolk Co. N.Y. " owned and developed by Helen Cochran Main Street, Southold, N.Y- , made June 6 1956 by Otto W. Van Tuyl A Sons Licensed Land Survegors, Greenport, and filed in the Office of the Clerk �a of the County of Suffolk on December 29, 1958 as Map No.2901. i I TOGETHER with all the right, title and interest, if any, of -14 �jthe party of the first part of, in and to the waters and land under the waters of Peconic Bay lying in front of and adjoining the above 'Q described premises on the south. a TOGETHER with an easement for ingress and egress over and upon Watersedge Way, Longview Lane and Rambler Road for their entire dis- tance as shown and -laid out, 50 feet wide throughout, on said above mentioned filed map. Subject, however, to the reservation made by Helen 0. Cochran to the title to the land in said roads and the right to dedicate said roads as -public roads and to grant easements therein ( for the construction and maintenance of public utilities, and subject further to the reservation made by said Helen G. Cochran of the right to change the location of said Rambler Road in alny reasonable manner, fall as set forth in the deed by Helen G. Cochran to said Edwin F. Conrad and Margaret L. Conrad, his wife, hereinafter mentiorred.' i TOGETHER with the right to use in common with other lot owners the area known as Lot No.8 and the area adjoining next southerly thereto to the extent of 80 feet more or less, of the northerly 80 feet more Ior less of that parcel, designated on °said filed map as "Community Park and Beach" (residents only) as a basin for berthing a boat for. said above described parcel, including an easement for ingress and egress Iover, upon and through the waters of the canal as it extends northerly, : 40 feet wide throughout, along the easterly boundary of said mapped ,, development from PeconIc Bay to said Basin. i' TOGETHER with the right to use in common with other lot owners for bathing and recreational purposes, the southerly 300 feet, more or less of the parcel designated on the above mentioned filed map to the as InCommunity Park and Beach (residents only)"* Subject, mentloned! reservatioofmthe right ade by ito change hthe location ran in the eof the ed enortherly by her hereinafter boundary it i. U 85425 PAGE458 ✓ eof said nlarge said recreationoarea®ofithedbodreduceso as o either or north thereof abve at Adjoining On 4 thereof. • SUBJECT . Cochran datedtAugustn233e1958forth andireco dedain the ion made by Helen G. Suffolk County Clerk's Office on August, �309 1958 in Liber 4508 of deeds at page 3806 SUBJECT further to the rules+ the&lottowners' association ich may be adopted from time to time by which is to be organized by Helene Cochran for the purpose of the care, maintenance and o repiigr Park and Beach (.resiroads dentsaonlq)ls d�the parcel designated "; BEINGrET CAochran-to,ENDED Edwin F... -Conre same ad and Margaretnises fLTe Conrad I by Helen G• deed dated December 1 1959 and recorded in the Stiffoik his wife by. i Liber x+734 of deeds at' County Clerk's Office on December 2, 1959 n page 01. SUBJECTS alsoq tot. Zoning regulations and ordinances of the Town of Southold$ I� Suffolk County,, N.Y* { A state of facts an accurate survey might show. ,I I� i �I 11 I�I I .- UBEP,5425 PncE459 TOGETHER with all right, t..ke and interest, if any, of the.party of the __.st part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. iI I I I i II� z it �I I� AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of i the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above i written. ,( IN PRESENCE OFC •C CC< L -,•i, C c'/:2<C C� L.S. Edwin F. Conrad f garet L. Conrad i 1 V YLIBTG,TE ONENYYR 'CNTY OP Suf''�1k SS: STATE OF NEW YORK, C"1NTY OF E 55: On the 1st day of October 19 63,before me On the day of 19 before me personally came Edwin F. Conrad and personally came Margaret L. Conrad, his wife, to me known to be the individuals described in and who to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that executed the foregoing instrument, and acknowledged that they executed the same. executed the same. XTrTIMuBuc 8 L BLRG F NEW NOTARY PUBLIC,SrATL OF NEW VOflR - , Nm 52-2426150 ' QvcMed in Sunolk CnuntT IIIA exv res Mmch 90,1965 STATE OF NEW YORK, COUNTY OF SS: STATE OF NEW YORK, COUNTY OF SS: On the day of 19 before me On the day of 19before me personally came personally came to me known, who, being by me duty sworn, did depose and the subscribing witness to the foregoing instrument, with say that he resides at No, whom I am personally acquainted, who, being by me duly sworn, did depose and say that he resides at No. that he is the of that he knows the corporation described in and which executed the foregoing instrument; that he to be the individual knows the seal of said corporation; that the seat affixed described in and who executed the foregoing instrument; to said instrument is such corporate seal; that it was so that he, said subscribing witness, was present and saw affixed by order of the board of directors of said corpora- execute the same; and that he, said witness, tion, and that he signed h name thereto by like order. at the same time subscribed h name as witness thereto. mft4D � 4-3 _ ll o z o cAOi H 1� �m aP COw441 f0 z w N X 8 a F 0,dcp5� Id m m a o W z10 F m,t�PO4 PI r4 0 z Vj C.I W tIJ L o o r Id V C K � 0 0 s RECORDED W V OCT 3 non N NORMAN E. KLIPP W Clerk of Suffolk County W K BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: (90OFA)Lo - q en,e (D t fe. Reviewed: 3-S'9 9 Architect/ Date Engineer: &4 fit. Jot W"1N Submitted: Z-�D 4 9 SCTM#: r 7 District: 1.000 Section: Block: Lot: Project '�f Wh+� f Ay S �� Subdivisio¢ Location: J r,lY� , Name: JerrN Single separate ed �pW�/ �v 0GlNt �ifi //A� $certcaton: Mo) h/ Req. Req. Zoning District: (V [Lot size: Actual: [Lot coverage Proposed:__1 Req. 5j Req. Req. i [Front Yard �✓ Proposed:3 g , [Side Yard ' Z� Proposed:_� [Rear Yard � Proposed: ��] Project Description: Da el LLtu�► AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. o YES Number Suffolk County Health Dept. Rio-9q' 7q New York State D. E. C. New I-q73 Fs—o 15(,4160001 Town Trustees New a,)Lkl+eg D Town Zoning Board approval: ✓ Town Planning Board approval: Flood Plane Elevation ??? �� X Flood Zone: e S U R V cy L).) F�oCAL Notes• t &sena,,-vr Aa et;, o -R 1vn w mitcr 0,A5R-nfi6A-05u f � /S59 STI vlgeD,34q sa l I� IN(pil, Permtf �- T SCDHS REF. # R- f0 - 97- 74 I am familiar with the STANDARDS FOR APPROVAL . The. locations of wells and cesspools ANY ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLATION AND CONSTRUCT/0N OF SUBSURFACE SEWAGE shown hereon are from field observations OF SECTION PER S C7 THE NEW YORK STA TE EALL TjoNCERT LAW, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES EXCEPT AS PER SECTION S MAP COPS ALL COF OACAT and will abide b the conditions set forth therein and on the -and Or from data Obtained from others. HEEON ARE VALID FOR TMS MAP AND COPES THEREOF ONLY F Y SAID MAP OR COPES BEAR THE AFRESSED SEAL OF THE StRVEY00 permit to construct. WHOSE S19MTURE APPEARS HEEON. ADDITIONALLY TO COAFLY WITH SAID LAW TIE TERM 'ALTERED BY MUST BE USED BY ANY AND ALL SURVEYORS UTILENlG A COPY N OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS YNSPECTED'AND BROUGHT-TO-DATE'ARE NOT NJ COAFLIANCE #7TH TIE LAW. APR 3?die_t'le S e/ 9� /�� •Vv T `/(�Jv Y. 40 WBl U0, 4q- a / . SURVEY OF LOT - 6 FROM MAP OF " TERRY WATERS " tig �",aa- j �0 FKED DEC. 29, 1958, FILE NO. 2901 s .. K 0A' „� % . e w�„� BA YVIEW 10 �LLTOWN OF SOUTHOLD , r SUFFOLK COUNTY, o TEST BORI�Glpll25/96P1 9 1000 - 88 - 05 - 57 P BW H” Scale : 1" = 40' 4p srovad in accordance w'sth o rd of Review Oct 30, 1996 F O . +u' , 'a' BROWN SANDY L# AM q s,,sd ? v E v �•� �. OL defermiraation ¢ated_'11 �0 _ J*1 28, 1997 f pray. bulkhead-, _ a 2 BRO#7V aAYEY gAV Aprll 23, 1997 !Well addedl SC FEB. .27, 1999 f Road Zone J ' r �6q,� — 35„ PALE BR FNS SEPT. 13, 1999 l certficolion 1 �—k e CERTIFIED TO: \ a TO COARSE MAY 31, 2000 f cont, foundation 1 09' j N� sw WILLIAM J. DALTON, III JAN. 5, 2001 l final J k LORRARVE DALTON FIDELITY NATIONAL TITLE INSURANCE COMPANY 3 N � 41 je WATER IN PA%rOwN O 7,pe F] S w cO. SAND ��OE Nf1y ,b. 14 � S� MerZ6yC�� / C l; r - . �1t .S. LIC. NO. 496/8 3 f All-' YO , P.C. ELEVATIONS ARE REFERENCED TO N.G.V.D. 765 - 5 2 (631) 765 - 1797 49AREA = 19,712 SCS FT. to tie line l2 B c �v� TREET SOU 11971 ., 96-254 I am familiar with the STANDARDS FOR APPROVAL The locations of wells and cesspools ANY ALTERA 77ON OR ADanorr TO TMS"VEY/S A vrotAT1W AND CONSTRUCTION OF SUBSURFACE SEWAGE OF SECTION 7209 OF 7T£NEW YORK STATE mucoTTON LAW, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES awn OF are from field observations EXCEPT AS PER SECTUN 7209-SttBDMsaoN 2 ALL TIOM and will abide b the conditions set forth therein and on the `�d or from data obtained from others. HEREON ARE VALID FOR TMS AWP AAD COPIES ]HEREOF ONLY F Y SAID AWP OR COPES BEAR THE NFRESS€D SEAL OF TIC SURVEY permit to construct. WHOSE SJCNAMW APPEARS HEREOM. ADDITIONALLY TO COAPLY W/TH SAD LAW THE TERA/ 'ALTERED B MUST BE USED BY ANY ADD ALL SURVEYORS U77LlZM A COPY OF AN07MW SURVEYORS MAP. TERNS SUCH AS 70SPECTED'AMI BROUGHT-TO-DATE'ARE NOT;N COAA°L s _ MAY 3 l app L z 4, x ct_Da.DEPTTOWN OF SOUTJ4.0LD # 9.� 9.7 s 662 to ei P/ - Ca /0p SURVEY OF LOT 6 / \\ N" " TERRY WATERS ". FROM"4P OF It mL ° FILED DEC. 29, W8, FILE I NO 2.W 1 a - A T= BA YVIEW TO WN OF SWf1-11= .SUFFOLK `iLy T Y, JV Y D_ �` / Tf5T if9G � � - 88 - 0-5 - 57 !� "/ r �iL9 cc--,�,//� yf i OML j'�. . 1 D 00j02 � Scaloi /1 5 ��+ y / �F _��a. 'BROW dC#. 30, f996 l, O April 23, 1997 1Wep oddeaf . �4 ? PALE SEPT.. /3, 1999 C cermCov}I 1 To Go C RTlFIED TO, MAY 3/0 2600 / cane. fouRdOAW i a ti Sir' J,DA1 TtQk�, 111 h Ma L TITLE NEW d ';/�� rim tYp -. g'Oy WA,Tpt 9+l f lUR�1 ".E C•�M1� 111�' 6/k MET ir+ �d .AEC r Y. iC. NO. 496/8 EYOReSr ELEVAT"fS ARE REFERENCED TO X.G.V.D. 1& j7 629' _.� IJ 765 - 1.797 Y AREA = 19,712 T. to tie fine 230 TR REST SOUTHOLD, N.Y. 11971 54t 96-2 I am familiar with the STANDARDS FOR APPROVAL The locations of wells and cesspools ANY ALTERATION OR ADDITION TO TI96 SURVEY ISA VIOLATION AND CONSTRUCTION OF SUBSURFACE SEWAGEOF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES shown hereon ore from field observations EXCEPT AS PER SECT70N 7209-SUBDIVI90N 2. ALL T/ft and wfll abide b the conditions set forth therein and on the and or from date obtained from others. HEREON ARE VALD FOR THIS MAP AAD COPES THEREOF ONLY F Y SAD MAP OR COPES BEAR THE6M'RESSED SEAL OF TIE SURVEY permit to construct. i WHOSE SIGNATURE APPEARS HEREON. f ADDITIONALLY TO COMPLY WITH SAD LAW 771E TERM 'ALTERED BY MUST BE USED BY ANY AND ALL SURVEYORS U77LIZM A COPY N I OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS INSPECTED'AND _ LAW. f .-)IJMLKCOUMDEPARTMEWOFHEALTH SERVICES wP O SPS s � ff'LRMT FOR APPY20VAL OFCONSTRUCTION FOR A F�P- oATEG99�Y I�slDEr�oNsY o soDECE� 2 18 �x �R APPROVED FOR MAXU WM OF_tt BEDROOMS EXP REIRES naME YEARS FROM DATE OF APPROVAL //o' °� P /So * P [Approved in accord'enCe•Nai S E ;d of .''R�Vi�alw J e/ �y 6osYP'9I SURVEY OF 8> LOT 6 FROM MAP OF /s9" " TERRY WA TERS " FILED DEC. 29, 1958, FKE NO. 2901 - A T - 3 0 h �*! r�Eha 4r „ O' BA YVIEW .,,..,�-.....—""^'r�i� � iM,�- 3 �., _ /^V =x�� �,A. TOWN OF SOUTHOLD Sly�-("' ,...t�S't i dJ.si , J` SUFFOLK COUNTY � r R �'Jrr 3l���� N. Y. o ,�" ©-_A'. i _ TEST BORM ;, 25�9� p 1000 - 88 - 05 - 57 x / °�1 TO rV' �4 �I ° DARK BROVN�LOAM Scale :- 1" = 40 °L Oct. 30 1996 w,°' 6•,5d ? f iy�' r n� 0 / n ��a 2 BROWN OL NDS roAM Jao, 09, 1997110, p. ba } G /�hecsol BROWN CLAYEY„SAND April 23, 1997 (Wel/ added) 3.5' sc PALE BROW FAdE ? 91:Ua' �'i 701 $u TO COARSE SAWSW My�Y. � \ �• 8.91 1 OF P,E Imo,/ O .c' /V,�YS/2WFNE E BROWN TNCOPA'L SAAR c,'o�N / 3 O �eFJ. IS { N � NO. 49618 fIPE 7 ^' , P.C. A ELEVATIONS ARE REFERENCED TO N.G.V.D. ($/g) 2 ,O.q P. O. BO AREA = 19,712 $0. FT. to tie tine 1230 TRAVELER' STREET SOUTHOLD, N.Y. 11971 96-254 I am familiar with the STANDARDS FOR APPROVAL The locations of welts and Cesspools ;ANY ALTERAT/O/V OR ADp/ -2o THIS AND CONSTRUCTION OF SUBSURFACE SEWAGE OF SECTION 7209 OF THE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES shown hereon are from field observations EXCEPT AS PER 3ECT70iV T20�—SL/BDlV� and or from data obtained from others. HEREON ARE VALAO FOR 77-/fg w„�qp AND C and will abide by the conditions set forth therein and on the SAID MAP OR COPAES BEAR 7–j",jjg—=7 1W&MBPRESSE permit to construct. WHOSE SIGMATCWL, APPEARS /`'�ILWV ADDITIONALLY TO COAAPL Y >rhrT–ff 3AlO LA BE USED BY ANY A/� �.jr OF ANOT ER SURVEYOR'S AL4f= TEAS N BROUGHT-TO-DATE ARE NOT gWw.,+ COAIPLj, 7 9� 66, O 416' we„ 2Zo Q //o'3 GP /°O / 83 nna pp SURVEY LOT 4Ei� 2 l o \ FROM MAP tai/ ° " TERRY WA �- F / FILED DEC. 29, 1958, o so �• el 110-6 — AT — Q h BA YVIE v TO WN OF SUFFOLK COCl" —,app-"— L Q, o TEST BOR* ,i 2s/aG P a 000 — 88 — O S J`7 ^ coo \ 3yS /f ° DARK BROWN LOAM Scale : 1" _ ¢ 4dr-OOLP Ir OL Oct. 30 19 4—i' .wEi' `'^°d ^� Q� �o,�� ,� .k; 0 BROWN SANOI� LOAM 9 7 roP d. V ' n �• p, of Ja �. 28� / 9 r/� O Q BROWN CLAYEY SAND April 23, /997 CWA /w.� Qddecl sC fEb 2 /999 64 0 , PALE BRgWN FINE TO COARSE SAND o \ 0 L SW 2 O N•7 WATER /N PALE BROWN FME TO COARSE SAND SWI 6v// q /•2/' �. z.s brk4d. _ . 1 4i � �ay r 3 l,eELEVATIONS ARE REFERENCED r0 N.G.V.D. 1230 AREA = 19,712 SO. FT. to tie line SOUTNOLL>, --AOW%%f'Ey G 2 SUMMARY OF TOTAL THERMAL RATING l4 FLUE LININGS SHALL BE ,EXTENDING FULL HEIGHT THROUGH 8. INSULATION IN CATHEDRA DRAWINGS CARE SHALL BE TAKE TO MAINTAIN ILINGS SHALL BE THE INDICATED REE PASSAGE OF AIR I ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING THE CHIMNEY CAP the lOtal thermal rating below is zero Dr greater, the envelope portion cl the CONSTRUCTION CODE& ALL APPLICABLE CODES, BETWEEN INSULATION AND ROOF DECK. -wlding Is in compliance with the energy code. IDE COMBUSTION AIR VENTS AS PER N.Y.S. ENERGY' CODE. TABLE THERMAL 15 PROVIDE 2 IT IS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE 29. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED AREA U-VALUE USED RATING CONSTRUCTION OF A RESIDENCE,INCLUDING EVERY ITEM AS SHOWN OR 16. STRUCTURAL STEEL TO BE ASTM A36, DETAILED, FABRICATED AND WITH ONE LAYER OF 15#WATERPROOF BUILDING PAPER, A. WALLASSEMBLY REASONABLY IMPLIED, OR REQUIRED, TO COMPLETE ALL WORK. ERECTED PER A1SC. 2 B3R w . 055 l0 ZR I 30. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM At. INeI Wals Aw LJ 3. THE DRAWING AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD 17. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS,POSTS, STUDS, ETC.,TO BE WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWING. USE Aw Lw - 3. BE OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER WATERPROOF TYPE IN AREAS OF MOISTURE A2 Gig A� U� 3q ANYTHING CONSTRUCTION OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE DUTY HEM FIR NO 2 OR BETTER WITH _8000 PSI,REPETITIVE OF THE CONTRACTOR TO NOTIFY THE ARCHITECT 31. GLAZING IN DOORS, SHOWER DOORS& ENCLOSURES, ADJOINING DOORS + + A3. Doors Ad 5 6 Ud - ( - 4. THE GENII:RAL,CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY I8. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFOR'.VIANCE BATH TUB DOORS + ENCLOSURES, SHALL BE I SIZER CONSTRUCTED, DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. TREATED OR COMBINED WITH OTHER MATERIALS O S I MINIMIZE COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES WF PLYIVOOD AND BE EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS IN THE(EVENT THE Subtotal Thermal Rating for Section A ( Al +A2+A3 ): 2p PROCEEDING. SD IDENTIFIED BY AN APPROVED AGENCY. 4-4 GLAZING I5 CRACKED OR BROKEN. VD S. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND SUCH OTHER WORK AS MAYBE NECESSARY TO THE DEPTHS AS SHOWN ON THE DRAWINGS. 19. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLIIIIvIB, LEVEL, AND 32, THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND B. ROOF/CEILING ASSEMBLY O TRUE,WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A RIGID POWER AUTHORITY,RDINANCES OF THE CODE, THE LONG ISLAND THE REQUIREMENTS OF rj Co-3 » ALL TRF',NCUES FOR FOOTINGS,FOUNDATIONS,ETC. SHALL HAVE LEVEL, STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHIRINKIN'G Bt• Roof/Ceiling Ar I 7 UrQ_ Ar AND UNDISTURBED BOTTOMS. THROUGHOUT, UNLESS OTHERWISE NOTED ON THE PLAIN, AL I, FRAMING TILE NEW YORK BOARD OF FIRE UNDERWRITERS. Ar Ur- SOLID a 6. SOIL BEARING CAPACITY AS @ 2 TONS/S.F. GC SHALL VERIFY IN MEMBERS TO BE 16"O.C. 33. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND g2 Skylghts Ag_ UgPC 91 FIELD. 20. DOUBLE JOIST AROUND ALL OPENING&BELOW ALL PARALLEL WALL AT EACH FLOOR AS PER NEW YORK STATE BUILDING CODE SECTION 705 1. VI PARTITIONS AND AT TUB AREA. DEVICE TO BE INSTALLED IN CONFORMITY WITH SECTION A510 AND SHALL Subtotal Thermal Rating for Sectlon B ( B1 + B2 ): a ` 0 a 7, ALL CONCRETE SHALL BE 3000 P.S.I. BE INSTALLED NEAR OR ON THE CEILING. ' ► ' 21. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. C. ENTER DATA AS APPLICABLE (Either C1, C2, or C3) QQQiii ' 8 WHERE WALLS ARE POURED TO GRADE, AND DAMPROOFED, THE 34. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE OR HEADERS NOT INDICATED ON RM CI Fbor SHALL BE'T'AKEN TO BRACE WALLS AS REQUIRED TO PREVENT CAVE INS. �' P/Rp EMNGS HEADERS ARE TO BE EQUAL TOP FULL Wm> >FRAMING WITH THE REQUIRED CODE REQUIREMENTS, WITH APPROVED JOINTS, PIPE PIPE SHALL 0 'I SUPPORTS AND CLEANOUTS, BACKFILL TO BE FREE OF WOOD,TRASH,ETC. (MIN (2)2"x 8") C2. Foundation Wal ' 9. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADEETC. TO BE l meter Peri (EXCEPT SLAB AREAS) SHALL BE DAMpROOFED WITH AN ELASTIC COAL TAR 23' TS HANGERS AN L CONNEC IONS. TECO"OR EQUAL FOR ALF-FLUSH 35. ALL GUTTERS TO BE SEAMLESS ALUMINIUM WITH BAKED ENAMEL FINISHWall. STRU BASE. SELF PRIMING B,LTIMINOUS PLASTIC CEMENT. Above Grade Exposure N. , 10, ALL CONCRETE FLOOR SLABS SHALL BE 4" THICK UNLESS OTHERWISE NOTED 24. ALL WINDOWS AND DOOR OPENINGS,UNLESS OTHERWISE INDICATED, Insulation Depth SHALL RAVE STUDS DOUBLED ON IAMBS. 8 24" e48' Lll s ON DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE NOTED ON 134' ❑F-octng DRAWINGS- 25. ALLFLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4"xt 3" BRE)GING AT � Permeter R-Value 11. 1/2" D1 A.FOUNDATION ANCHOR WALL BOLTS @ 8'-0" 0. MAX. & MAX. 1'-0" MmSpAN OR INTERVALS NOT TO EXCEED 8'A.C. p• Slab Edge Insulation' • O.C. FROM CORNERS, 26. THE TDP AND BOTTOM EDGES OF JOISTS MAY BE NOTCIHED NOT TO EXCEED 2". 12. ALL FOUNDATION ANCHOR WALL FOOTINGS SHALL BE POURED CONCRETE: 27 INSULATION IN THE EXTERIOR WALLS AND CEILINGS PIP ALL HEATED Subtotal Thermal Rating for Section C ( C1 +C2+C3 ): a V-8")Ar x 10"D,0 10"FOUND, WALL SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATrm ON DRAWINGS „ 1'-4" W x 8" D, @ 8" FOUND. WALL WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK AILL SPACES AROUND AND 1L$,ST ON SOl 1p'UNDISTURMO SOIL WINDOWS AND DOORS WITH INSULATION, ALL INSULAtTION S14ALL BE SIZED, LOCATED& INSULATED IN ACCORDANCE WITH THt N.SY. STATE ENERGY D. TOIFALTHERMAL RATINU (A+B+C).................:......................... 2 ptj . 13. STOTC�t WATBR FROM RODF TO BE DISPOSED OF A PROPER MANNER AS CODE. R rgj.0IED IVY SUFFOLK CGIUNTY HBALTH DEPARTMENT,LOCAL BUILDING .�-- DEPARTMENT AND AT,T.OTHER AGENCIES HAVING.AMSDICTLON.' LIST OF DEAWINGS -' ' 8 RIGHT SIDE ELEVATION o+ I GENERALNOTES ni FOUNDATION PLAN - . 9 SECTIONS � � g FI T EU3012 PLAN. - S-1 IST FLOOR STRUCTURAL PLAN T tt,, PLUMBER CERTIFICBEFORE ATION .� �, a' 4 SECONDFL FLOOR PLAN S-Z 2ND FLOOR STRUCTURAL PLAN ON LEAD CONTENT OCCUPANCY 5.3 ROOF STRUCTURAL PLAN CERTIFICATE USED IN ATTER a�a $ ROOF PIAN AL STRUCTURAL INFO [eTrF 3 � SUPPLY SYSTEM CANNOT 6 FRONT ELEVATION S 4 GENERAL 7 LEFT SIDE & REAR ELEVATION WD-I WINDOW & DOOR SCHEDULE FEE 5�3 ay f, tom. FxcFFD 210 of r%LFAD. x S NOTIFY IeUIE}yRy� '*PWMUrEFTT T PLUMBING 755-190+ a PAM , "�1 FL'11A FRET ALL PLUMBING WASTE 4 nb-180Iuu4t`jANM ,I,iY¢9155 d WATER LINES NEED 4 '+ 11 ' OUNDATh ON hWTi HkCdtlfffb TESTING BEFORE COVERING R PauF ,b CON(fIkTE Z )UGH - li=YkNPv1Yt86 Ra rriMIIAftIVf1; 3. Y lI-ATIOht If copper tubing is used 4J'v TK. la""'', ¢"vTR. 1a-"�7R. 4. I n;gL r -�n�e>3!1!'dtRlVa ht{( r for water distubuting u_ /1/ /V BE CON^ .fir r r-,,nRtb system; piping shall be per, r1 e ALL CO+" -9. -1 ,N 4HfWtlL her of types K or L only k _ �' J' HI THE R<, ,rF 4F TdiLE N3W � 01:y HAP- 0W''rt T,ION, q& E6-kAyf PROVIDE ANTI-SCALD AND/04 _ }I'ES Iqkk qqfitTHERMAL SHOCK PREVENTING 3.. _ VRoPovc:o r;.u�.v l-1e„o 3, T _ -r �La^ _ _ - -- r - f BtESId1401R¢73JY�TOIITP(31A1€RRRIiFS .. DEVICES AS tG MRL 902.e(R) = L%STATE WILDING CODE. ~ U i - T 1' . I _ _rp7dA�K � - __ r L _7 i OCCUPANCY OR PROMRATED SEPARATION% 01. FIRE PROVIDE it NR. FIRE U„F IS UNLAWFUL + PARt 717.3 m(1)of - '61THOUTCERTIFICATE LT.STATE BUILDING COOL Nl%' � � OF OCCUPANCY �. 2„ 2° k' 0 ¢ co �- ' 7 '- '� UNDERWRITERS CERTIFICATE PROVIDE OPENINGS FOR QQI �•' REQUIRED EMERGENCY ESCAPE AS h "D � REQUIRED BY PARI 714 OF 'O N.Y.1111171 BUILDING CODE• �y -0 _TT"" . 'p Il%s II%2 k' 21 1 ALL LOAD WRIW& PROVI�D(E�S�MpO fly W U +1 'f•RlriMti.RS SMLL ^^ N GTO FAIL w1 W Z„ C.e,RTIFIEo 13Y YNS 1E 1:BBINtD 721.{ U aC , _ ARGN1teC � PRIOR 1f0 �I o Ftp MMLA - CDDROIiIp(Z DO NOT PROCEED WITH a N hADS9, S12L1, Wff? 4 ODORFRAMING UNTIL SURVEY �.a, l -�" j1 I Init�toOW Scl+�nuL Aufl HASBEENAPP OF FOUNDATION LOCATION -- ------ - ._.. -- ----- RDVE� - o WNf.R>r ALL FR9M>;n t=Lfl17R 0PLiji uj P IL L) I-1 l I� V rJ ✓ I W ! L i l --- - - - ---- -- ---- -7,1 _- 111 —fit— l Q - ✓- I i i _v9 � STEEL GOl- ON I POURED GONGREI"E FOUTIr-IG 0 I � 1 1� �- w H,ac 15�� . _._ -�}��- • • _ .'� p --'-'-1- I "� 1 l�, 41� , 1 � I Ila u lot 096 F. I� Y 1 164 MOV106 CRAWL S+ALFJ T�!'ic�✓ r lau> old ur•Ya . ! I ".I AIJD VENTNLA-nOIJ To 6ul LODb. ' uAJ(/. ��rtcG Y�P1) Y(L ��G � � __• 1 1 ' 1 I /�� • 1 ; l 1 T 1211GF' .�Lr�Wi per" I tv i N �II f)m snow 1G-CIC'.{i ,751 i I I i I l . �li � h�L.'�'J �"✓ c.._ �9'�G{'I '(� � �� 1. 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SLA.F3 'r I ` :'F " : L.If7 4IC3) ?*-5 FiA.•'K?.S' 467H-rWjICILA4; (zEFh.l4-F>K>rlr.14, r I � F�7 CoCIO i I 1 4 i 1 la Y f. R ow'+ A 0 �'• ��� � X60 �� �1 oa' � : 1 1 I E v i o 1013/mxl4" MiG.LA th i 1 i h � �. �1 , — I • � , I Ali 1 J 1 t I STRUCT _� I, THE STRUCTURA4 ' � -- '- .. V -- -- -- � ,� I ,FOLIO URAL NO Es L � -- _ — MPON&MT5 HAVE BF,EN DE9iGAIED TO SUPPORT T� INOUG E DS AS REQUIRED BY THE NBW"f`'pRK STATEBUILDIN4 CODE ANDRECiULATCONB SLOPEDRQ(DFS r. .' 30PSF . J .. TERRACMILAT ROOF S.(k0 PSF I jf FLOORS *40 PSP' Ilk 2: CONCRETE SHALI 90,,N,OR"W�tGkiT Wt A MINIBMUM COMPRESSIve , I STRENGTH,OF 3000PSIIN28 DAYS 3. ALL FOOTINGS SHALL�E MAMI)DN V�IM, ORD INORGANICSOIL AT HAVING AN ALLOWABLE 13 AR O OF 40&PSF, a `r ��I { 4. EXTERIOR FOOTING'SHALL BE AT LEA$T 4'`b"BELOW GRADE OR�ON ROCK. V W PLACE FOOTING ON INO�tGANIC I;INDTSTCJR�F,;D SOIL;Olt'SOLIDROCK WI7rFTi1 h S MINIMUM BEARING CAPAci rY OF,400O PSR STEP F6! TlNG 1'VERTICAL ON'2' HORIZONTAL. 'yl 5. THE STRUCTURAL WOOD FRAMING MEI41W' AMSD AND SHALL BE ST 1 GRADEDASFOLLOWS: RAFTERS AND JOISTS:SOUTHiN10EL1yOtN FINE OF'HEM FCR N0.2 STUDS:SYP OR HEM FIR . . 0. LVL'S AND TJI"S SHALL BE A$ MANUFACITUREP'BY'TRUSS JOIST MAC. MILLIAN CORP.LVL MEMBERS TO BE 13/4" WIDTHS OtC SOLID PSL MEMBERS OF THE � 1 SAME SIZE PROVIDE TJI BLOCKING BETVqIEEN JOISTS OVER ALL INTERIOR '► ry ' �I BEARING WALLS AND DROPPED BEAM SWORT5 i 7. PROVIDE TWO STUDS EACH END OF ALL SEAMS UNLESS NOTED OTHERWISE `, ' , wyP� f, RZ 18. STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS'OR IN �� 1 CONTACT WITH MASONRY OR CONCRETE SHALL. BE CCA PRESSURE TREATED ' LUMBER. F- I [Z 5--F P- L_ O 0 R � fzA M I N <S PL A hrl _ - - - - 9. PROVIDE PREFABRICATED GALVANIZED STEEL. HANGERS AT ALL FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE APPROPRIATE SIZE FOR THE SUPPORI'ED ME,..MBER WITII I'HE SPECIFIED NUMBER OF FASTENERS. I APA RAPE 48/.4 SLOPED10. PLYWOOD SHEATHINGA FLOORS T BE 314" .. ROOFS AND WALLS SHALL BE SHEATHED WITH 1/2" APA RATED 24/0 • on EXTERIOR GRADE, V ' 1 I FLITCH BEAMIS S114LI HE CON-STRUCTED OF C'ONT'INUOUS FULL LENGTH � S'(EEL. PLATE'S BOLTED TO WOOD MEN IBERS WITH 1/2' DIA BOLTS AT 2'0/C SI AGUEREOL U I v1 I'_ SLP :1RCFIITE(I'I'URAL DRA6VIN6'S FOR DIMENSIONS rWD EL E.VAlIONS. DO y� 4 NOT SCAT C EIIJESE DRAWINGS NOTIFY ARCHITECT OF ANY DISCREPANCIES W� iy a BETWEEN DRAWINGSV pH - - t I� p i3 PROVIDE., SOLIID BLOCKING BENEATH ALL BU[CI' UP POSTS IT- 14 PROVIDE 2" CII-EARANCE PROM WOOD FRAMING TO MASONRY FIREPLACES 15 ALL STEPL. BE'.AN1S AND FLI'LCH PL'S TO BE ASTM A36 STEEL. 16 PROVIDP I" I/- NON SHRINK GROIJ'I' BELOW Al L BEARING AND BASE PLATES d� '�i N p,. : a i t i I J ` C 21 f +)I N f 1 +' 4 .?TEARING 4JAL..L�� tf — f 1 h i 0 7,9 _ MxA _ r-. o d ND FLOOD F: WAMING �L/aEU E^r ate "rar" n 1 r � t ' y V,. ` I II, i I ._ -T1 = __ IE L _ t � rtil I I fl !' I Jr 1,101 po F Ilk eo I F L i p y, I I Vr I 1 X- I , t pp I tl' I - iLl�, `' ry f;-z� O O F FF FZA f-/! I N G PL A N 00 f �oI z. : .,.. q a . � a q. e DETAILS TV JOIST RESIDENTIAL FLOOR DETAILS TJIe JOIST RESIDENTIAL FLOOR DETAILS TWO JOIST RESIDENTIAL FLOOR E _ - ' TJI�� Caw ENTIAL FLOOR FRAMING 2x4 min, UI•DNylSninpin,prY Th"AND11a JOIST RESIDENTIAL '- /r„ WVb Wd•n•re rpulrW Dach 110EM"Et:' A'0'length cl+l:reinforcing on one side MIGRO•UM•LVL or NOTE: F•°•mount hall may Alm M used. ��J�n�n//'. FRAMING Blocking squash"blacks gPiJaryof Maalorya CANTILEVER DETAILS Sao WNII"K"on pap•'!, dl+" of"E2;'nomsdeeel E3" 11 Peratlu, o'IppI1,myry b' NWI i nevi wI black,Install n BAR mossil He"on Page example, IBureau ee1den facee of in TYPICAL. -gullbe.or titan TJI"JOISTS ONLY Il 110 [ppllcallons. lbiod vela, l Proper tlemll seledlon loreach spedhc CIOSLIrB / ala" flet 6 MPIlon must be dYlermined Leet tables cllrlched v4ten 1 'S Y S T E M nisi TJI•JW NOT[:ab0'iw PP ubu.' u I an pages 9 and 10. I { pW nem rputYd ' Top mount OM US..If each OW d TJr Putts `/�f�J,, q�,}, hanger MMPy Yh'mWm,uneanW L�I�LJ 0d ,NdnhUeypW6.10d or' I Ion.muof b.1 false a"PPxlbe.1 / %®B I led box nen.may Ym M used. -, nllum m0"n°u"orinD•Vy 2'.p Fac• mount eiabmO Pomla nem•n,m upcl D/+" rim Floor Trues Spm '2'-0' nen at Fllur dock.NoII wIIh 1b100 nu116, l mmnmpm to uW m I Max. D webs011aorsomequbod if Ouch e0(MA1011TJI SP Imm nmen,vroorcumam,p lou,lop Ino sides of the harbor do no, even afda with TJWle55P lolllls) max. Max, end twnOm tonneau w,I In l3 f-I1 I•BABY support the TJI'Ielef H2 •Baekar bbek rpulUd wherg H'j l xW.maY wet w A2 See detail 'Ad." for 1 rL) See detail "Ad." for O E1 E2 E3 p,6.r.r wnrn,wmcrdnod"rl' O ,o�nspon n:nr,so e:oli`ic.° Ma,Nm•, yro O leo .00 xdw Al Oedd additional lnlormalon. '� additional information. •ad sn'n,"g nenperbaaoxcaeda 250 pounds. yy wde.,•c ws n3iu m u to p•YMl saap1 MWNJ•UM'LVL - elwukgPuw. J YnUPnOYm,•P6L TJI•)OIs19maVhecanlaveredUptoe g..0'IongeralT,ilolsl TJP/155P,T'JI'e256P Iz" emm�of•b mimorwn0anono -f_Jlm/15 SP, TJIm/25 SP, TJ 'a/55 SP JOISTS � ^ V•vaq arms-u: a'h'AND 11Th TJI•JOISTS ONLVI maximum of 2'•0'when supporting foolNurblock, and TJi eP Bldg oI E5; deet mous I Ed. Solid block est Gads IlOm I 1 O ' WHEN USING DOUBLE-J,'RIM JOIST (Us.V-0- - andhat p . 0 ' Fa la • Blocking panels used load,but may require reinforcement. jure a'o"length el Jotsre ONLY. above to bearing plate below. lJl /35 SP JOISTS l TJI rim Consult tables on pages a and 10 to avr and 10.- Munlp a neo or 'l l 10181 for bracing. determine required reinforcement and TJI•Joel .) Paronsm•PSL S00 Gene at common.Sea pae.27 - 1 e3 HI Notes below, details at fight for methods Of fur Into,.. a.an s'1� 1v '� - 1_ al 9 _ NOTE: PurNlam•PSL NOTE: '°v{, calumet. ,la n.u: I O 31."reinforcement holes to COX / \ z Ad "ilrcn Le plywood or other-Ii grade J '1 I � / mywow woo,m.nw.eo vies a.+w"a.none, , '� l s••,wpd 27W Doubble BAlet Oft A" 48124 span rmed�heathing lha115 cut to 2'•0,} urnssr Jda. n•.zvr,nm n," ."m.mo ,� 0 match the full depth of the TJI"joist. / f' /I 5, z'! Te•M Er Jam I xT4a ;o "„ ; WI«mamnm Mme• -r,pnl nl ur„s sr Jonu r.rar l l ,u -nvnno Q rxutem•PSL rim joist LVL Install With lace grain horizontal.Rolm 1 f I Max. 'Im� 3! I m1uOm. O rim joist ej,"nm)gist Avowed wart lofting member must bear fully on the r? '� Attach roinlo¢emenl fo 2%4 min' ,rs well Isle. Allam TJV ole ninbmerunuo t, Ornod.M NOTE: 0'/:an0 u•ro-lmn onyx P I ADI faP and oouonl sq BASIN K pNhyW nE wvl.sag A4 Must have tel+' minlmum A5 See detail far A)6 times.used with Still mm. •Olhercantllever conditionsmay ba pose E4 pial wenwun3rowuotl neuael 1 'I d^ O "paean"blocksnnb°w° able.Contact your Trus Joist MacMillan e'o.e,cllnched.IWe2rowawltn EPJ Ed. uan0es wnn onumwd O blocks X WEB STIFFENER ATTACHMENT iy� T N.3 busev 0 al each tamer yY e V1 iibawinulWualaIl:+ ' Y joist bearing at ends. O additional Information. in Bass"A2 representative for assistance. 9'h•and tlxl:lalsuJ ` :; IIS nkL a'mCanlM mW.wxl, - TJPtierpNu•s'e,•.mW, eockino 0001- me cog with shoal panels may be required TJI•plstemuartePtoWdo° THESE CONDITIONS ARE NOT PERMITTED 4 wim TJrM Br{TJP/JI Br A' Loed beafl0g requrOtl wlln ellear may xrnh shear Wens above or below NON-LOAD BEAF{ING CANTILEVER DETAILS Imm extended o.fws«o Io l andrJlwu sA pone Fwan Load bearing orshear wall above above or below. See delall ;hoe agent '01'. Slacking mo wgama. /•L M•axh PLIWM2W wB wall above(must stack CONOTculholas DO NOT bevel Cul plel Birdsmouth cul must not t "� al l I Mn.Uw wMxwalxx41wt. Blocking (must stack -BI'' 2x4 min. penal i-•1 walloveabove(all est p Over Wall Uash° '1'• Ino close to supports beyond Inside face el Wall. ovmhang inside face of plat, p; ply II Smmbcnvu on woo la for anel / Colum Ala'se'l db ,he"mhl mdrpd,m below)• blocks 45 11A. drugs. Onl•egse Vam wPPal. ,1 W •t••I y/ 0 WARNING 'badln'N" JOISTS ARE UNSTABLE x s"a""w'0` 1 id °+mtPio:'ag -W UNTIL BRACED LATERALLY ,� �x°�"µ4P d wLW ` Nnlikenr ad.only)- �!! �"� 1479; /10• NOTE; Wood ""xyd`P'cAs LJw BRACING INCLUDES: MbYgrxw...yb• Tn•nssPNOTJl•J3ssr tart. leo TJI"lousy longe muss I^ e rpd,m let TJl•n5 SP .haCblf sex-naWdkVY w.dute TJr ldP Wr.Wd Rotor Chade on I= 1 NOTEt B2 YY TJI'95 er PbY. B3 rotelunear Flea Spun Chwl+ puchY,NWrNggnIM TRIO)Win and acbr TJr1oIM.rMY coq unuNvuad uP to In the bear fully on the plate. ll DO NOT allow workers •BLOOKING B! Vlub am•Mn mry Mr•euvdM O 9•o rou]uMat Flet INTERMEDIATE BEARING-NO F1 ,mo me sa wllfixrow•iW n•nuM'".c, F� °lec•nu.aunelwpporvn0 aoncmluwa gape 1p for minimum dlmrlee {JI _ 10 walk on pleb u0ld •HANDERS DO NOT slack bulldl0p TJprse6Pmd TJPM5 eP Job's 0•a DhY„ LOAD SCARING WALL ABOVE. Wallmn.a.;ISO Mlu wnn TJl•153 aP PIx1.1 wm•on ln•onumvor� from bearing Wall, Soo detail"RI2"an pxpo t5. hmaW.IN MAY •STRUT LINES matariata on unsheathed loials. nou]anau Floa spm cMm. awn ^� y� RESULT.See Na as l,2 SHEATHING Steck only over beams dr walls. NAILING REQUIREMENTS FlLLER AND BACKER BLOCK SIZES + I a3balOw See Note4below. C REFER TO PAGES 6 AND 7 FOR GENERAL NOTES FOR DETAILS. kl 1 GENERAL NOTES (Imuc51sabtahxJSWimmItorndorl2dMx,naill a {r •, fl'o11' IV orf)' Icy WARNING NOTES: (t each sloe), t ac minimum from end t rust to Waling p f '14v HIM J019Tt 51EINFOFlC•MENT OR CLOSURE IY JOIST FLANG$S ContiLprgwlor • Nan BarTJInailslt3' npents,.When r TJIs In lolsllobeeansf PLC, ad1le. TJrhiV 'T blame 1.MNaV rn lei proper bracing dulling construction can result in smioue accidents.Under normal condemnedMINIMUM BEARING LENGTH $ 3/:fart' Iso nernbmman a Camara robots to W:CDX plywood or olher NAILING OF SHEATHING TO TJ Io 2'enema,spacing to nails 3'on AMtxwnen Used le shear docking Hall 3eyn; a91'h• x++J - , LapILI. N cOrlpe P Pe P 1'A•MI ale axe tae sae P...I Ne IOIIOWmp quitlep0ae era Obufvad,aCotenle wE be avoided. •111+•rranknum bearing Is requtred M pis)endo. gnu 9 over me °/.extrpr pnatle 4N21 apart rata shealltinq met Is cul to mn¢h , _ ma,: to bearing Platte with same nannll schedule as me decking. plyv6m plYwaod y •3th'mrllmum bowing is requited when lolsm ere con Ott the wA depm wl the 8124 s Insist ate lend Bonin Mat iscu� •Maximum spacing 0l nails is: z-2a+: Nasal' dm teal,MICRO.LAM LVL rim M a top an pis,or a, e4 P«I. PISLy P Nall' II, i '$til RIQsQ a- sl•,: dolma to TJI`joist with 20d valid,one oarJf al lop and bottom Sheathing must be total) attached to each p . Rom joist and manYever remtolmmera must BEAT lull on ma Wall late 3 :l} ' 18" o,c.for TJ 10115 SP and TJ1el25 SP joists. .i _ Ie".,: EunngeUse led cone nails with TJI•/35 SP firlOiso.Toenell 1. All blockln hanpNo an APC11m1Diete al the g, Temporary ecu)IineO 011 x 4(mint must be A. She 0 y e ce be L OR RIM JOISTS • Ofacn tom ymg w,M me coUe shall W carved to the lounda6n.Yyhe: Slzh}.,I, j,!f 'self 4 n If., t W11, }{ g e nailed t a braced e0tl wNl or Ihemhed TJP joist before additional loa0 n BLOCKING PANE 9 g PI 24" ox,for TJI 135 SP and TJI' 155 SP joists. e' 5-go" TJI.155 SP pi-A to TJr•155 SP rim Met with one loo nail al each end suppgne of me TJI joule maid bo tlo hos stem. Far smilk,story appl'IDWIMe And second story 01 Iw09lory apPICalbm, ' ams as In vole 2 and to each 101m.Without piece n I y „„ „„ „„ 3/+'May pial ill used,block panels'OJI Ilam TJI„lolls'of MILn0.UN4 s- n n sae of the lop Ilenpe. toTell IElel Inmelledend propetlyailed• Ines on u M IIs"A1. A2, A3, M, or Ad., 7 - Ih4'° P V. 011 over 6', Ends of conllleuam Tequila stmt l m b u„ ,. LVL maybe MSWIetl for a minimum of T al each and and DI least T ovary Fd hold! .G''l 21h" • II more than 1 TOW OI nails 16 used,the rows • Atmc r 2x4 min.'squash"blocks at detaJS"A2;"'B2"and"J" i.+ 2. Lateral slle0plh,IlkeglNaCad and Well or this bracing.OuClJinp dtleway9 elf bosh theld and boOomllan0aa. • Fa man llo0r rim of lwaSlory eppliwl'lone,uW deleAe"Ai;"'A2, AA, 25'ol baerin0 wall length to Catty wall bracing is required to the 6d 00m11100 I"sIEEE= must be 065el al least 112 inch. g- 15Jv 'A'aw' wear wear Pmt PMI 2xe ae •y an erstng dock,meal be sed and tl et Is highly probable u idar gohl conalruciton p ud TJI•jos)lap and'Uollom lonpe6 with 1 0d Hall. �V L' loeda-like a wolkef And one layer of 6. The Ilaneam must remain freight within a or'A57 Ioundelton.Safe demi)"Afi", y 9" • 14 a, staples may be substituted for Bid veils it s In endtol the baV.Thi9Oen Oa ba The Rang ol'h"Voma true ullpnmaa. I • AAWmM 1000 ply verdcM load lrnneler for sato layer of W+'flet pits . Check lace modes for accapmnce of details"A2","A3 "AS antl"Afi 10d.12d poE..; 9 P Y m' ,d'-21 IF WEB STIFFENER REQUIREMENTS r�• AccomplishedIn by a Umpwary m unnelled sheathing. AVUmae 200D ply vBnlcM lamtl V6n91ef is each TJj"blocking pants or loci 12d!i':'. '!I> •JJ..ww minimum p00alfBl10n Of 1" Into the TJI'"JOISt9 I 1 -a I P.�: Web llysups are a TJI*k n the sides at thesalhangerys not j permanent a IOM lnp)Oepatl 10 GIB tun101% I "�'I`, is,, !'hI'J'r ' IS achieved. ,2 -xgm." laterally Suppallhe TJl•pisl lo�llenpB.Web sDleMn are aim 1im14 IOBI at j019u el m0 end a1 me bay. • Asaumx ST55 Pit vertical load transfer for eecn 131:MICRO-LAM•WL common " "_a' required for TJI•/25 SP and TJI 136 SP pills per nolo]urxler 1 Chart also applies for the alteehmenl of TJI"nm ,.,-age'•,,; q _ used anion' IN it apiall Gists and blocking panels to the Wall plate, E.P ,5-seam labor span chub,and are requlretl Cr TJI"155$P louts par note l0 g j g P 6 under the door span charts , I' ` MICRO=zLAMm` LVL & PARALLAMe PSL HEADERS & BEAMS TJIO JOIST RESIDENTIAL FRAMING CONNECTORS MICRO=LAM® LVL & PARALLAM® PSL FRAMING CONNECTORS MICRO=LAMm LVL & PARALLAM° PSL t�EADERS & BEAMS fl " BARNIG SlETAILS �� TOP MOUNT HANGARS CONNECTION FOR MULTIPLE /MEMBER SEAMS J • • r TO MOUNT ' TOPMOU7NT THANGER 1 CB-1e/4' MEMBERS _ C9-21Yh•" MEMBERS '� SIDASSEMBLY EpLOADEDaCEMBLr"B" ASSEMBLY-C" ASSEMBLY'0' Ay6EMeIXE' ASSEMBLY"I" AssEMeLr•c^ 1 m . INT 4pM.I4: tpc.14: 1 14: 2per 2i•l: 2pca.J'h• 'plat ro K,N soap PAT DDC•n ma LE JOIST HANGER DOUBLE JOTS ry] SEA Col. P Iw Yh•«2'V.• tpc Yh'a2^l: v iJl ap aPARALLAM"PSL Fleeting $INC} MWmu alWmum ' 1 ' ' 'i { : Ylnlmum,, Naalmum Ipc.IN.- Platt 4: m N vol wntinuoua p l - yleh. over heatl•L dllllaotry on page 25. De Ja\T NAXYIJI IYIw uDAD n, „eIIT" r M•mb•r Wlgax a N `LO•d Ilse. '•' 1 M•IIIWr•In +YgA YtYlp•rj ,a rt ou Ib MI Fir \ Nm „ u L . T.. x,I A m JvlTtma YW'S II wa..x lea 14:xOVP Wo2a a t000 'll sill Q•' WA39 - AA a moo p ' M i, a'h'� TJIMV nae [ TJP .WPOza INI • x6x6. 1e �1• aq'� • • •,; 2626 � •+ ISI L t ,. te n+sea nau.N it it 1 wnn.aax ,..,all 1 14:Na'h' - • WP Att • 150D ,111.71 t}SiY,' OLTV .7M.2e 4A«larger ]+Omn TgYtB�� TJrM er IxITTI - �(' 'WPa 1 e5. ed. , l '2525 a3 I '` 11fA•, prxea ITMIru 1'.lwf 'TJ ar wrse,l w9 WO211 NI . IoW4.4 2I1�IfJ,IO , i aLIWx,TNpb ' ale r 710ao ' Ill - :,'�"• la� pi •• ., TJI•seer amu a 1, 1y'1 r le fa+'X11'/+" WPa211 NI e " lers f �irA, I '1e3o .' l N• TJrM er mYtl •Ill ' . JI•rDn aP! n/M Wll NI a 1e00 'h(�1 i•tt i1,A4, WNPx7N11.x6 NI • 2525 Maximum Uniform yWMd • •-Ill. LONNFLEPAMBI, Panllem•'PBL' TJNM eP Mnel, 15 T PNI P' wFl.Pw• x626 W+•x IPh„ Ptt NII • r P626 , i11 r '.I n ouNid•1mmGepM p•T Gn.F.IA' i97, I: "CO�IUPa In aepaally(Papa2ry Trlmm0.6M below Top mourn JIM a ll I `II"I�.� q.Y'2j5 sP wPss11 " "Wr" , , , wNP2.]Wn.oe NI • 2526 nW„ wf n amu Al • 1Bo0 wn , '1 for minlmum MaflOp M1anper .t TJI IW a6x5 14:at/- "14 M r: . .2 Slims 1, gq�µ{MiNyd roti Fle•mouN II• TJPM eP 1 le TW atyb Nnptt ` sa aids W%" \ a % I+h G 1 .M Dr r 7/Op' WA„ NMled C41nMMWPt ( I' A length. hm0er TJI•IW 0 M}Ile' (^ITT",mleimun Iy WNP2.YU14. All I a 2526 ,Wgi, 11 L� BEARING AT WALL LLLJ FGRIND FOR DOOR 'O, ' BEAM TO BEAM •R.m'Imw.rwm.m. wMnuwWn pWanast for uw dw$h.uMMn • use PklnwlWn•.came. sen/te k{IJa I�' , .A r ]lOp, MUIIIPIY- ermw tetl 3row.10d" ,i2 ravh,Wl ,j, 2,DYf•iia1IA' 1 NOTE:BEARING LENDT ,V OR WINDOW HEADER CONNECTION C3 aW l[mpoundw .quad.. 1 WL' Asutwlri m112-don mm�w11 „i D°I 1 :� 1. - u u:avcn H IS EICfREMELY CRITICAL AND MUST BE OONSIDER4D FOR EACH APPLICATION. L 2525 A 420 C"' Nor al lx oo:." 1413 1180 Jg+141,°1 ald.e`1 ' ,,d,aowml xb x / WNP2JM10 N 1 2'�l"x�lejj „ x 'O • ' ]lap, '. (uu pkfuMy etlx'a,o c T°!."wfam%aD.a FACE MOUNT FACE MOUNT 04, hl Ma$Imum Ig•e b 6me use.Il euppmlrgmambr b mulAaP Pun or WNWk°'"ser VW 0 Box, 1, too P=.AAT rel" /, &V 3M„ ilpp Wryvowd bW d7aeplwa, ','I - •Minimum of 2 rows ted DOUBLE JOISTIHANGER APPLIOMALE gm 7110 'kr°,itl° fW,pavmd m Nnvu naL5y12'Are. SINGLE JOIST HANGER 11 "V" , C10-3112" MEMBERS C11 -51/4" MEMBER$ M•dOmrd,aal,elxlFaeal�c Ly - /+.', •Minimum of 3 rows of led nelY' "N" I Nml•num', Mia 4h1' ' I p '1. ':'. Malmum', LtWlmum '•WP" 0 005" /4115: 45 ,'PA•PMPIap$nNxr 21.Me Be ,je 19-mei 10,11'.161 dna HAX I IYVY GOL L M•mbr Nanwr aY em,, LDb bL , .Ne 1.1f, ,Il '`•°5•,:L''i, au n L°ad eco•. '•WPR' -Eft-, E]fi a15 Ja0 ]00 n rel2.u1 J good fa on,say - 'a 2 {III l u ped 1B"4Sama. J 15 IUAx s[ II T UxlD,t' I ra lmH x3an W.N wPE.60M 4fi AIII • 2525 "WPG" F NOT APPLICABLE'n of(teed is let pp.Mmalo-21. " IrjJl ' l4 t ', 2'4u"pr3'h" 1'h• TJref eP IIa1V}a • ` i�h1ti TJI•Nf Pi 10 1)51mN elide tmM WIA0.E6 NII . 1 J •t t Jl la Iuanxlurau -_ Tytl+I Width Pieces ;u,q, ns namess,m 1 -nm ,:5w GLNO,bVRe /x/ort ] J �i xdfp •` / a b T50pian "WPI" •� 1a'bNls m24•oc ; I, TAMEP I layf U p Gm NOT APPLICABLE 1120 2210 W ', .•1 )) niT TOWS h"nbdlm "IV l l TJI•NY 9r U]atx1• xufP .tam U25W1 3'h•aa'h• GLN3.SEMITb2 ,Ill slat 10161 511�WIh,,„r11 WP6.fibb.6 Anl . 2646 "WNP" ¢ - 'TJI•MeP IUM12 1 M7 .A" 1x4 Dr r `� 6odiM • 61a01 column W'2A"a.C.SlaggOred. TJrmssp Wtll• :"1/'ur .TJI'ry5er [ i1mN•tlo 1N% Jp' Wpei.6W11.25 All . 2525 NOTES: PuMlem•PSL Yzlumn JI lir Iull.107l+ WPMt,.25 til a 1016 'I r•I:/ x'l' 1. Verify adequacy of beam in uniform load tables,paces 22 and 23. with column CO 1 I: JI IYISP Uul• seas ,mx.Nm tasty 3,h'xtt'A''I GLNO.L1Le6 YJ nv1«la ,P�''`!�t II i� I X « � 05od na 't,.J witheDhann - P NOTE: For side Laded multiple member tee TL'IM Ir IuuH •f (,, Tartan ar , mal. 2. Values listed are lo,101041,stress level,Increase 15%lot snow founded roof conditions or 25%lm nae-snow roof conditions,wherecoleallows, P,aam WDDd m, Cap "Iur" ' t gNO, WP112ar MIT1L2 NI Pe 1%5 Cilj('M•'�i/'I ,WP6,6«11,OB NII a 2525 3. "Nailed connection'viuleas may be doubled 10,6'dA.of hipled for 4'O.C.nail spacing direct carawl with a 2' ba5m9,edtlllbul nerllOp Or Selling TJI'Nf BP IWN" ,1• . illi i, ;TJI eP lonatN" xelgUmW 33eg ,nMl eliq.11 NOTE:Wd �Dqumnwpaclty(POD 71 a d.Seo ae21. nenar 3'h'1nxl.• OLN3.E1 „lel or la lis Ji .;!A, 't • o5ap,m, rt •� I' CDnueio. Iy may Ad a p, p li Ger _IUM-0i u 1 i b•tyle p • TO 1 ar w s u 1mW . m Vw A Balls are to ba malmiaA conlarming to ASTM slandafd A3g71maehine bolls).Boll holes are l0 be Iha some dmmgler as the boll,and located 2"Ion the "Am hewing WnOm(Batwl- 1e• 1'drN. Iu3irr ("IUT"l minlmhe• ya ,I i MULTIPLE PIECES 111!�i Td SP u3alzr xf+s ,aa$ .am law 3'h'X14' WPMtl orMnlu Nu s xcc0 p i"' WP45ata NI . z5x6 toand bottom of the rmembee Washers should be used under head and nut. ;!I CONNECTION OFM L , II/Y.k ii•'*' p A FEANI4G AT FEARING AT W000 L6 TJPMB aP jo potential for ,cite'"H, JP e . 1 i AY Billy,) ' HOLN3.5N" AM ort 5 p I. ° T l0 ,an� '6LN" S. Far alhrae plgco mom,beL the nadmg sPeCilled is from each slat. 1:4 IAN waAL 15 ORSTEELCOLUMN O OF TOP LOADED BEAMS :Ageol wedlw•C.041 ,quash., CONCRETE ••Apmausedww WN.mn wmnlMPwfnvtun•.c.rtluxm ppmM. 'npuWauwmmbxlnxxu. 3'h•X 10' HOLN3EIG nMor lett 1060p'm 54a1e1A4' NLN5Jm5 +x4 Orlory tO50pnn 'MGIW" 67"wide beams should only be Side loaded when loads are applied to both sides blithe membra 9(to I mn,U1¢e rotation) O,h'x to- GLIASE 0' '1x4«1 41T 'E4PX 1w"',u Vie'. e , 050p,aa ' 7 Seems wider than]"dequlm special consideration by the dedpn professional. " BEARING LENGTH REQUIREMENTS MUI11pla glares 0l MICRO.LAMw LVL Df Pamuam•PSLaan Cd. nl" "PourrevIlimW eP9mmlha.Ilw wing momeabmun oxln of m MnlmumbW Lmm b.g mP nlpm•m «I•mWaPla Puu•al ~1 14:HNlam'PfiL U be milled or bolted together to farm a,header Or beam of the ACE MOUNT SKEWED VARIABLE SLOPE Ixl Poll= •dhIAUJ IM.u.uPlwnlrq m.mM,l.z'v,.•a Wx mNnnwmWW MTwe aY,s.weonkq ntemw,Lz'vi.•or wide $. P^ :04 L required size,up toamexlmum width of 7lhches.Sea 450 JOIST MOUNTS ER itUM"J�5• SEAT CONNECTOR PlmndPa,rdw•PSL PlacaaclPYYWn'rlil I'1 0 dealt Le above end page 21 (or connection debate. O LEFT• • jl� ,�,- FACE MOUNT HANGERS � I `I f.1 NOTES: p•I I �, I a C12-13G" MEMBERS C13 -211/u" MEMBERS •� !- 3 u 1 1. Bearing length should never be lass than I'll ..1 `t 3 +++ 2. Deering across the full width ohne bdam is required. NOTE: M.mar He. x �Naxlmum ad b. ' W eMiami Nulmum Laad ba. Ion" } ✓ W `" 3, Bearing lengths are based on 750 pay bearing stress lot Douglas Fir TOP VIEW •Rpulru 3'h•wWtn WYlep.atem. 14:XeVd-0/" IUTa m010U4h -10]E125% 2'Vu•1Bi '•10"' HHB2.7Lla• 213010D4b •30A0125Ah fY 1v - 'ea a ,.f MICRO LVL and Parallemw PSL beams,800 psi bearing stress may be J«n NANOEn .May w mmonly on down a^ 2 Te , 02 0 x x'vna 1nA •1eF 1 0 used icr 3ouNern Pine MICRO.LAM•LVL end Parellem"PSL beams(bearing ..A• J I Fou. Art. •mrpuphevlxe A^• miff las toga •lams lzsl6 •rMwnugx.vo muun.do la W,mhm.nuoTJr plata. ' � § O Ijllnf2i a1 ea 9,f fJ6 'Mmd111W J•- eUR11 « Ln 14:X1VA'�IA'' HNU11 w stresses Cannot be increased for duration of load).Bearing length may need to be ,ewm•TJ MV suwu•asuuu• luno 1505 I009b -10eo 1z5M MUT .CON EMr .. Dia al. P7 al a seas increased 11 aUppOn member'B e110Wablo hearing 9lra96 151099, ur4'xYll•LI•M aP iUmM Dl2 de Delo it is vPx ueo IW x11•, HNU1I 35801 1 2 D• a 4, Beams require latarM support at bearing pointe. u•T fJfar EUmb1410'a6ULIMf4W' TJh@l r 1m •rbw Heng•r.•m,nuug•ao lw.nxnm.mmrdr pial.. in I 5. Lateral support el beam oompres9iori edge Is required et intervals of 2A"o,c.ar ma• A•M er a vile Y e to TJ,.-ar VPme " nm 1 gii:l M6I BP 6UAno or aUulP Ti. Ile II a. + closet. •R$abYare Plwor"Ween. Ia v6 6. ratio x 16"and lad"x 18"beEmS are to be used in multiple member union ctrl C14- 3112" MEMBERS - - C15-SV+" ME'.MBERS iI s aa5 NAILS INSTALLED ON THE NARROW PACE C7 NOTES: M•mar Het ., .W11mum LOWBbe. •mWr merI, .Naalmum Lone b.. 9 1't v^ 2 VARIABLE SLOPE SOmehangaaehOWnMV111uGpulry1ha01h•apaCIry0lIheTJI"- „h'x0v:•10• MH11410' 2lJdIUd46 ,JABIUmaL aN•aa4i'-00 HHUeIa' 243010aW ,040145 _` w )Dista Far single plat applications b•y0ed thou shown In In*spa° 3'h'x IVO-00•_ HHU11 A' 3 1 •3010 2 e'l:x IW-10'.1+, 125th w as + , Close i eta s ecln r row $EAT JOIST HANGER 64:11 Ie ,- HHUdIE• 3476 100 4D45 1264h Thla h>neer h sol Z D'.LAM•LVL Parallemu PSL tables and all double pbtapplleallow,llnu henget will need to b• D'h'atl'•ta' HHWIa' 311611oab1.1w61125ab1 Wlable for aMcitmml - f _ ,h... +6 i1 III, checked to auun WegbM•eepselty, 'Thou none$(.vu rml.uuWn la mvmMm to Tn•Imu. 'Thou hugw•MOAN lolwtmwtural lc TJPIuux 10 Til-less' v � 'y' ` a 'G6d DOmmOn a °' 3" 3 a a 4" II ill• •Harpers can any achieve maXlmum capacity J all Feel holes ore Idled wim 1 Odo 112d COMMon' 4" NOTE: I the pfbpE(ma5e. NOTES: • HdnpereunoMy achieve iheh maximum capecilyfall nail bolos mo lJWd ml „ as i 135 B" 51. e• •In Blame Cases,the hangers shown may have greater Capacity when used 3'h"member may Us two pietas 134„or single 3'h"Wltllh beam. with the proper note In some cases,ahead henget have eralm capacity ai a ads gq'.b i'• Hai Valultl .d udW lonlepu• m canryncllbn with cadain euppodinp member calegonOs or support 5'l,"members may lie 0fee places 1114 two pieces 2"/u'one place when Ache ed Som certain met Supp ct 01 a 'es and wnh "gro r , W tI p ala It me than one POW Ol nate is used the rows must be ellsel al loasl'la titch. and lbw.°f ep mnmbeI aline 13/•germ one citmay a less than a ca,achy 3 h-or MI.The minimum aupaort cry'Pi OF GLULAIi',nduMil v l , Wllidogrnl. HangercapacitiesAMI mr Par less than th aP•dly of the of 4X4 wider MICRO•IAM•LVL,Pamllam•PSL GLULAM,4 x nauets, p') I"�1 O 'Lgave'ga"da«ante Between and of TJP pal and support mambe6 MICROdANd LVL o Pecoequ PSL, achy. M sty epplleellona nxd ore h m Inger e011d sawn lumber ry' Jan xxxa[n a •The hangers listed abOne are nwnufaclured by Simpsonsbong Strong-Tie IO De checked tooafuro410egmle cepndry. • ComanpesliNed above aro maeuation and Simpsonacity Tlo• s'n•w Mq• JI IIS aP Le x,o• �� Company,Inc.For addl0onm hanger information,Pleem rote,to the • Leave iho"clearance between and of MICRO-LAM•LVL or Par0lam• Campeny,Ing.For ndJibonal application and hanger capacity Inlormalion, nM.l:Tdaae eP Laemxs' mw appropr el0 Slmpwn Strong Tie•Company,Inc.eve eel on report PSL and support member please role(to fie cul Simpson Strong'TAO Company Inc.evaluation Iur Ilrp amid ll•rJl•M Er L6EUla5• report. Ii ' IID'✓d N'TJI'Ma BP LaeUlla' i „ I 'Rpuyseux 6lgb Nn.mn (F it R 5 Iii {I 5 • + 5I / Q re m P� i_ I i t^1 F -w*14 , .:..LITE Cl1T +- ---_ I t=. Ak,Lr,tu•ja .��,c 1�.i'�1 3',c�'/z',x . 3`'n z� _.. 3.W'2N _ - - �, =:rh �rn�ha ` GW1.C� �I_�,r x � �-d�/S 2t�-.I 4• x-1 - - G �1?�-h>5C-1aW00D PAYIO p _ '3 --- - - -- --- ------ I' E N T G7?1_( 5 t7%i >C 9'' 4'/H Xk'-5�'8 �W5 N - - ���rIM� NT nl !(v X-f%'X �'-ora I ??� 5.d { � - - - -L. - - - - .------- --------, ...... . , i1i, S arzGN -roP Ffw�ai } _ J-01p: Eau I„ - - - ----- - - -- -- - - '��li ¢_ g} - - -- - -- K GAS ( i rJT x.1-1 1'-G �b k'I %g �rhl - - .. �iZ�NGN W�70D -PATIO D S � �W�'P(�IIPA4-R - lO —P X 6 l/' � •� `� AFe (542 � ., T-t�%i' 1 '-7 _ . N-I ?�I-I r - - - ------ Q010 - k L I� 4 J ' N I r ( p 0'O R f) C W C D U ,L E.. _ _. . - - l s r II O l I�Ig' 0, X I' CW� rN 2a x _ _ . yf-IB` X I �Aq k' X 7.3/q . , ._ . ,. . - , _ ,_H D" � tom._ N - �Ir `gyp( I r ra p OVEI?NEAA I7D/J1W: '. - - �l do *.,or; d - g -- - - - - _ - - ----------- - I , L- 001;Z YIN I :_ Lr?2�J..Z - ` .� _-,"��✓*+1lI,.N1, J'iam:'iS'"".L U El�am', _`r.-. _ ------- ----_--._- • -- --- ---_--_ - -- -- _..:, ipal _ 7 -- -_-- ----- D - z l , 1 r - . LCF'4_,_ - ',' ' P,aI'��'r�GKET Df�'`te ---- ----- __ . j -_ — r23 6" t',,,rzr arc I, L h( I I-I�� H I c (Z)tt ,b-* ,"Zr . 0" _?�. !-�t L . l �Y'RH - -- - - - - - -- -- -- IV`� - ----- y' --- _ I , z a i Sph ao ----------------- y � d 1i I i f� l '4lF Ff !I V Ij N U � A o f I � II II 'oj .�-- 1 h I II Y7 Z ¢H )BALL 1 ON VIRGIN SOIL 8 BEA MIN. 3'-D'BELOW FINISHED GRADE Ib I _D 0 Z'0 2) All. TWJCTIQN TO CONFORM TO ALL STATE 6 TOWN BUILDING CODES 4 ALL CONCRETE TO BE MIN.3,000 P.S 128 DAY STRENGTH ALL FRAMING LUMBER TO BE DOUG. FIR N2 UNLESS NOTED OTHERWISE 5) BRIDGING MAX.8'-0'ON CENTER 6) DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS 7) DOUBLE JACK STUDS UNDER HEADER OF ALL SPANS OVER 4'-0'. I II 1' 1 8) ALL FRAMING NAILS To BE GALVANIZED NEAR SALT WATER EXPOSURE G' 2 o B a T- - - 9) RELATIONSHIPS OVERIDE DIMENSIONS, DIMENSIONS OVERIDE SCALING. OT- / Vof -j-v)7 .ON ZO I')( Z'o IDI' 10) ALL BUILD UP GIRDERS 70 BE GLUED 3 NAILED. ALL LUMBER TO BE CONTINUOUS LENGTHS y + yam- 11) ALL BUILT UP FLITCH BEAMS TO HAVE 74"DIA BOLTS 16'ON CENTER ON BOTTOMS 24'ON 3 61' B£4O W,I:Awr_ I��'�7 TER ON TOP,ALL TO BE 2°FROM EDGE. MIN. 3'X3'Xl/4'STEEL BEARING PLATE AT EACH _ END _ __. __._-_—_ _ ___ rJ�'P QF 7U f' 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 5/8"FIRE �. PROOF G.W,B.TO CODE. y-'� 13) FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOOR OR DAMPER PER 1?{15 "ov✓- ���� I ENERGY CONSERVATION CODES AND FIRE PROOF HEARTH TO BE INSTALLED PER CODE, (FRAME FLOOR JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). 14 I _ / ) �p DENOTES 4X4 C.C.A. POST ON 4'XCXl6'CONCRETE BLOCK T-0' _ BELOW GRADE ALL DECK FRAMING TO BE 4 C.C.A PRESSURE TREATED LUMBER, - Q 15)I • I DENOTES 3 X"DIA. LALLY COLUMN ON 24'X24'X12'THICK POURED CONCRETE - - - -- _ ► -_ ---+ --- —— N -- --- FOOTING. LALLY COLUMN TO IE FILLED WITH POURED CONCRETE \ - --� - 16) r FOOTING, DENOTES 8"X16'CONCRETE PIERS ON 16'X24'X72"POURED CONCRETE _ ._-_ l INC. - I pb /1 )I ( �R-__ fib .h� Qr G, P)L✓'� '� )/ i 17) BASEMENT SLAB TO BE 4"POURED CONCRETE. l^ — 188) CRAWL SPACE SLAB TO BE 2'POURED CONCRETE " IW ` II --. _ - I� ) GARAGE SLAB COMPACTED SAO SE 4"POURED CONCRETE WITH 6°X6"X6/6 STEEL MESH REINFORCING ON - .__ _ -. _ -. -.-, ._ _ I - --.__- ll NDB GRAVEL { - , 'VI - 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. 21) INSTALL FIRE STOP BLOCKING IN ALL LOAD BEARING WALLS. 22) FIRESTOP PREFAB. FIREPLACE TO CODE MAX 8'-0'ON CENTER WITH 1 HOUR RATING USE 5/8"TYPE W GYPSUM BOARD. jv V.)"F _ _ LI 23) SEPARATE HOUSE AND ATTACHED GARAGE TO CODE-45 MIN. RATE WALL, DOOR, &JAMB 1 MOM- �j L/1/J I'Ft1 T, �y (�/, FI.G��J YL "`�I :y DOOR TO BE SELF CLOSING. I~� _ p Ry^F �( } 24) IF A SWIMMING POOL IS INCLUDED IN THE PROJECT, IT MUST BE ENCLOSED WITH A 4'HIGH �41 -I( FENCE 4 SELF-LATCHING GATES, TO NYS CODE i g� � ,,Y ' 1 i kA I_ Id Q, 25)-NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT 1 50 W ECT �''Ff TI G FF 51/A-r?ON v LL �\ .\D EQUILIBRIUM CONDITIONS El. GIRDERS, FL JOIST,TRIM, ETC, P.G 'Ll+' 0 (� I I I 26) INSTALL GALV. RAFTER TIE DOWNS TO TOPPLATES IN ALL FULL HGT. CLGS. (CATHEDRAL)6 S B ( 7 ALL RAFTERS AT SEASHORE. 27 BUILDING FELT OR TYVEK OR EQ.)TO COMPLETELY COVER SHEATHING. ' I I ( A, �1 r ) c ,IT 1 N1 11 t - + 28) SITE E STORAGE 'BEAMS MI STALAMS OR EQUAL ARE USED, FOLLOW ALL MANUF. SPECS. FOR 'x �-� X••._.... Z�- G� '� �-() � '.I `i) \ G�—+ N I ! SITE STORAGEAND INSTALLATION. _ 29) THE ARCHITECT IN NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS M N I �� 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR THE 1 / ARCHITECT IS NOT RESPONSIBLE FOR THE ENTIRE PROJECT. C I( If I - , 31) THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE PLANS. ANY ROCK FORMATIONS,BEDROCK, UNDERGROUND STREAMS, ETC. MUST BE SITE • I " I I �� r ]� t I I I �� `Y 16 r a I.AM J - I � INSPECTED BY A LOCAL ENGINEER 6 ANY STRUCTURAL CHANGES THAT OCCUR THAT CHANGE THE PLANS ARE NOT THE RESPONSIBILITY OF THE ARCHITECT 14 r rill � � w/PJCXF I,,, , gyzn z2P €Tt�S a0 - � I tip, �jl '�^' UP , +' b \ s 1� ��r - I I `�� O %M0 t i I I i 1 11 , 11 Aj - - - -- ! ' NStXrLL A r N nlG -- ------- -- S U T E R AND S U T E R TA C � I�i�-fes " ,�5 t�ANv'F, 6�' TRvSJoIh^- PrR.L_l`' ;L�6�P�J �2. � 4�vRL- -- --- - - --- wwonwr S��IF - �- 7-,:5 17 I —" A R C H I T E C T U R E • L A N D S C A P E D E S I G N �I.WL✓ AU- f9AfJUr gP� 5, �� :5 [7F 57a RAGE (p t ��� A: F 'r� i0 K�REDA C�yytt .0. ,ROX 1709 ' .-_�r�l✓�� _ ___ 11�� I p�1`� O KILL. If�b / StF A�t�JG SST. � W°�y a �'r�. I I 1 / GuL, NEW ORI -M59 + I 631 653 3877 _ FAX 631 653 3878 .. —�—F DAT 4-z6 -oo FILE 1 II DATEDCX)HlOF 3-1-1991NBY YORK STATE I•NB'RLY CONSERVATION CODE - - . _. - . - .. . . 7718 TOTAL 14�NIL RATING SHAT.L BE NO LESS THAN ZERO. __ _ --__ _ „_-. _ .`-_._ _____ n _. i -;. .. - ❑ SII 1 n USING TA4lllr$ E -1r 5 - E - . 1 I al ZA I � 1 "a IS _ 10 �I !�) I " ____ _, ._ Z� NET Pill = U = LRATI = ---- ------ 0 ......-. - +---�'---- ---��-----_ .__- -- - -- --- ---_.. . .- - AI'LB `}'S D4S 7f1EMA NG ZG7 - mAzING ? 6717= u. = ,3'i THERMIC RATING= — -- — — i 1 - - - - -.. - - -- - - --- Vl ,Tf P PAF '' 7F DOORS 92 = u = • 4fO 7IE7NNrRATING= 6ALTIF LInJof K rt PovE aJ -0- r .r ROOF.C[.G..SKYLITEITE= U =-'�, IEIAGI _77I, RATING= G cc/ - POST URRI�Fia a.� 4 F[AORS 1664 = U = 046 7iieRMAL RATING= 0 i I � S Lti1 77- F_ /211 FOUNDATION WALIS = U = -0- THERMAL RATING= ar SLAB INSULATIQJ = u - b ' THERM)1L RATING= L F' .FW of?- h9vV 74Alt ._ - X 9i2 _p"7_-__ I� Minimum TOTAL THE[MAL RATIM3= ,• Fir■a Com ■ Hnllnp Equlpm■m ■Roan Table 6 om ma on- Eu nen v _ _ _ Wim,MAMwR`.Jy I� ,•y _:,.. y ^ •-_• � ._. �I S '•� ^T C.1 �.nf�.�I I�rIR-h ,)I lel hl L. �• HGKIT/bu illli 7(�II/k �'I�L. j Ill i"� �. NaY lba Mlamum PMarm■nn R' 'LiS_ IL - l i✓R \ VI I \ % ne DOE co..nr 10Phl 1nE1r "INK I DU I x E■.re.e rr,r<. L■44fe.n■4/,OEe Kroft xlir h, _-- __ - --T - - Ui '� i" i�✓ �"��,,y 1, ,�,."' r I� �l oun.efrn.e■ to.ro■n n■.eoo emnr r A E 0/x All ;1 _ On-fLM Nenn UO IM (00.000 SEE fox FUE y��- ) / /' L_IV 1 �� � � -`�.._ �I / !'/ .1 P (78% 8%AFUE) Y Y;) GuAM,Eb■In ba/r bnlMnf00,00D ElaM f A E O �\ \}' _�.-_�- � 1 /' P, F FlNgd N.V. Lo■IMn■01,/0■EIafR xAf pax AFUEI J IV e_1" 'l{r - l $lJ(117JUND 1. : ,� MorvUeRDE CernM --"�- �'N •- O■■.fel Fear/. on xe pox CE) V oll-inetl iv,ue. An 1 h1DR �L / 4-I FFvrp Ale tjool I , - r� o..re.4 eenr AN T E o%CE) 1 E (/0%CEI � % In%CEI I On-FOM EDEN AE _ li—I' NIS Lr) A/ I r � \ vr.r o..w....n.Hw..r..nwr.U.r■mMw��.+rn..a.n.,r,uw..irz Q • I \ d 1 ' I ; t 1J�1�AKf6�ifi � � I_ _ _ !d i I ° --- � � _ ebie4s I I 1 � � -p, Central AI ConE111enMell Minimum Pertormmn I Ual @E,No Shaft 49,000 Kluft 11 , / . . cut-,f9. __ ._-_—� ._-_�_ cayv Ie age Oreaer nun h0 b f° 61 y x •l amen Est- IDr4 Pnn4 ntnt a/.aoo event -a- 0/Z ('Icrf�) I(JyUL/147 f1i�� �N l IZ 7 � '", --_ AN Coal" �tMEek yssEfR -ssien �eeew 4( Z<feP eo (lO.NEEKI (■■EERI I/J EER) @Ikll� 1 . L"�i` a; _ _ .. . �. I� _ �f. 11�4 11,6, .:::.' `: i II� awne Cow" -a.Eua a +,.few- -Avec J\jbi' h IZ� / e•fP.C.a.e ECE 'I rnm I It vel (0.3 Seat (00.1Illm 14.a EERI (D (D CI II11QQ _ I 11 GeM■■Me�...rlo.r•1•Lpwawa�rraW„■mr w■.r t+M'.,w,n �� , f 1 � - '�" A` i .eann,...o-n•ruwJ..+o 1.1,01 I If rfrrr �Z. xZ _-. �� M i .:.:.� , r��• aQR� AN7 M Z�ii�J N II ^) ` - ` row.rrrram.w.vr.nw+.,"+r 1.Ine .r4tEn r � _ I R15�P-5 _ � .� 1 +r..��•....r.n,...... . - TO THE BEST OF MY KNOW - '-- 1- II - I - - -- - - ' ` P 0 — �,,( - 1 1 LEDGE , BELIEFS , AND 4p a CL,y�•_ II J�1 13 -0 i _ �oJ �y PROFESSIONAL J DGEME NT THESE PLANS AND !l _ r `1-J-' r �{ SPECIFICATION CONFORM TO THE NEN YORK STATE ' 11 V N -- -� �.-9 _ F =- - ----- ENERGY CONSER ATION CONSTRUCTION CODE . n I i •, m '� ,�I FoY£Rr � � { GiTtJ',� ( -N' IZ C S�T;c� R,A . •M pRY i1iN� ___ �� I � ` i ��1 tD1 ' LJ� 1' � I i V I f b 1 I KIN � h 4 -o k la 3 I ;e GT�`711•C'4 DDDR a � - -- , m f51 — ENERGY NOTES & TYPICAL WALL SECTION su 4:r=ro C� i� rr` -� -� Z�- els)� (z VENTS 1 � i I VENT VENTSTOP OF CODE ROOF WIRIDGE VENT OR ROOF a � T —�° ; �L G� 16�G GLG, oliT USE 9"BATT ft-W IN ALL ATTICS f IIS p ROOFICEIOS FILM 17 u, O 15 j I` 1900 S'BATT INSULATION WNAPOR BARRIER ON 1 / A I HEATED GYP BODE. 45 X j 68 IS,FILM 20.3 TOTAL R U=1IR . N9 T"-- - N . ' W f�IIR'`•(Gyl �i%Pb 1 yQ I roraL R u=(.932)wm"BArrs o l Nd� Xfl'K6�(. 6 � _FASCIA ., J VI/J`i1 SOFFIT WICONT VENTING —� --- T'PF2lf TD Do?K 1212%6 iOPPU1E.WIl FIgEGiOP 1 'K WCOIX. WG WALLS 10001# WALL( R 1 - Qv O i svrof.PCR?E TCS ReSOP 17 O.S.FILM 1 /P 72 SIDING CAJE .06 TYVEK-INSTALL BEFORE WINDOWSJr. W COX L'7LON--� 1800 24 AT 160N CENTER W/512'SATT INSULATIO 2082 TOTALFI U 11R NS YR SO �lo t+crz fz12�ID �, '1 � SO I -•--_ .•-.___. _ - .-I FLM = _ _. —_� .r. I ( ( 59 AIRSPACE BPLODR GLUED AND SCREWED TO JOIST - - - ' ' 100 AIRSPACE 1900 fi'BATT INSULATION WNAPOR BARRIER TO HEATED - - DE .17 OSFILM 21.93 TOTAL R U=1/R= 045 - -- I K'DIAMETER'J'BOLT MAX6'0'AT CENTER 8 1 ROM CORNER INSTALL WASHERS 6 NUTS MAXCOA SILL SEAL UNDER TERMITE SHIELD _141 1- �} -ro S m o o 5• i-.- 5 1FINAL 4'P.C.SLAB �r n 2 !j1 --- -- - n l 'ZI` 14 41SLAB AT ,- - _._-_.... ____ _�___ .�____-_ -_-.._--.__ 2"PC.FOUNDATION - e"P.C.FOUNDATION WALL - ----------'-- W/DAMPROOFING ON EXTERIOR CLEAN SAND BACKFILL 16'XB"P.0.0 FOOTING W/KEV -� 4 ON VIRGIN SOIL 6MIN 3'0'BELOW GRADE ------� _ 1� ,-- li CONFIRM DRAINAGE OF SOIL,IF INADEQUATE, ENERGY NO-i MS- INSTALL CONTINUOUS FOOTING DRAIN TILETO I) ALL THERMOSTATS TO BE 45 DEG.-85 DEG STORM DRAIN. 2) DOMESTIC HOT WATER= 140 DEG MAX. - 3) DESIGN TEMP. IS.-70 DEG. O.S. =DEG,WITH 15.MPH. WINDS --------- —I 4) DOORS U= .40 WINDOWS= .58 5) GLASS 671 SO.FT. WALLS�3,1Z 8 50. FT. d/GLASS ui _— Ik LL HIS" f2o�F: T /-f-WF 7 t7LoNo QCKS I N � _ ry *', E LE 8c30K5 ���`G�Pa Al. S U T E R AND S U T E R gffo51 rg 01r-f1 iIAN �F THE c�G. JoIyT SST L OOK : ' I�i, { UlIK� TU SPE r I A R $ I T E C T U R E L A N D S C A P E D E S I G N - - - - - - A - f� �:�.? ISG _ 1 1x1 s� T Q � ( 114./ 1.. J iT— � / I � �lqT 7607 {OPF ._ I 1: ; LIf OF NE 1 P.O. BOX 1709 QUOGUE, NEW YORK 31959 LaMfl '1� f3 � j' 33877 FAR 631 653 3878 4Z6 �� i LE 61 653 ' 9 ' �iET nir 11t� F7` 677 -0_ _ _- _ ,p "ovir I`!N, ''FLooiz ' Po� 14 22,$ 14 S" % ouR6 bN Ta RZr pEcK S-8 11 -0 5 4 9 a y —J t! ---tl� !� " , r — — -- NU I � ¢'2 RAR ' t�Fn 6 r I _ — - -.� - - - N -- a LLI ac _I_ --�— 1 8 ZSG4 (n 14 . v� JAL RBJItub n h q�4 zg(9 LpN _ - -'RO-� pjC. _j .y 1 �-la� I'4:- `.16015 Q$F11♦J S " — " I T IT w^ � 'f4it it pp / t i DOOR �rD . 1JASt 41 {, I W P1�r, ox 04 c /{1`Pi � 1 4 I 9Z F .7 '' J � 3 \tt'R• ' u1R. if i G t)R r I,av T'k b ("hv W ?4J L' ' I 5 ' , __._ _ �_ _ - G'IPfilh .gip�•1 d< pW LPV In, c �I'kwJ , 4 -0 _ V If03 fh"� II n � 9 Irl � - F I __. . ro RED A L � JFJy- _ :R ,- I A — N 'JTr 97PLO6 WK5 lPQ C( @ 3Z c s<E q S U T E R AND S U T E R I.) Gci�E f;,� F=tF f y > A R C H I T E C T U R E L A N D S C A P E D E S I G N l � . . gip, � ,1 -roN — — - — � c -- — t � tt '' 7- rt"+ rv_Y ' .._ ��.'V 7 FI..�✓LL . . ._ lyT 16078 1709 QUOGUE, NEW YORE 11959 _ Fov rvE 6',31 65 3877 FAX 631, 653 3878 3 17 ` r 12Z 7 7j -71,T7 G 3 I-_ �it t �I% - .l f 111 .IiaF, l ill tl s� -7-I ifF 1, - A '- -- Ny Q vv_? �% IZ __i - -- - - �I � r , 111 . _., �-, _ .. ��--- �_ .� -_=�_�- : ..�._._.: _._7 i-I li � tI I�LL���"II��L�L It � 'k'oJ' "T - - -- 17 �lil�l ltt ^ � }Mt I 1 I - I I T-61 c. pp 1 A � - - � 7 _ 7 Y w! - ----- - - - - I - J i IF I 1 Iv`,.I T 71 G9tU<FIT — - - - --- — Mft)ND GN!IiMNE'( 7 Y GIS 15Wk 5468 Gi 5 5� \ 3A SH�r G��RsFALK( f<<'AI4FJ Thfr E IN trFS Roar 0,5,=, K o 5/A X(6- GMP POJ CS l✓INGoc r 7-z) f4LI&N g �FYUJ r�80 #� RJR N 6b$o Fw �c FL.)R/ �090� Zi Za .1' PA ✓Z1 5 S 8 g m i 03 R00r-- h5P)InT 5MI,164-9 `pRCf% E ':?/�BLG�AOE ON /SFy`GT oN %Z `GDX GSSERD r L . � c)r-i 5 S U T E R AND S U T E R Gia SorFn A R C H I T E C T U R E L A N D S C A P E DESIGN PAUL N �+ J' O L P.O fix 17 �-! QUOGUE, NEW YORK 11959 I� IN�bI✓5 - ANOE2El� �gMPl�r7 �%f7 pt✓rh2 ��i Pfc� uR!vLE 7Ywf GO c�lQ © GK6�53- l!/aF'01✓fII�E �� i5 cc.� 4/L [� pT}( sp fo6 W �� f 631 653 3877 FAX 631 653 3878 ' :giFl fr 6,0. 04 `$ G1OfOhR. Iv/ GA J[-N M0L,y-a ✓ L- r Ira ' ) e ZXIC> R106FE-- UU _ i, I i----- GRUIkrI � SRI L'Z G n 4• — ---- -- — -- -- -- '— : �/ ANT. vFnl Tl�b �� Lmimor.Y 7 z I� Isw �FlGIi � 'oar � I - 1. (a!RnE/L (Z) f'i4 x r I r ,L. -- -- l o R lEi. — Lv1rt �Aicllt W/ GA�Ac 41 917F 1 r I` \ GF ,, - _._ _ _ \gyp ✓/2,1� , i't�L ..�.LY 1, I I, iT1 re F'I'GS, A R5,?10 _l i TJR 05ARINB DN \ItpblN So:L r G6opK SHY Nn 1r: 1 4lz � 71 pv�R iz^' cv� P I r�N B �VTSIn£ -- �/4)C4 M {� . �cK v INavr -r lN. GS ZC4 Cr 5t EF-PEES NRC{t IN 1J LEAO �oATFD�0 a INS�In�o to Lxv L oEcK 314 C o-k 5L/6T��doK ld H ITE ALUM, — - - 7 1 - ��P,..n '� 1 - i U5� PP' ,ayp t a /.iF:117Ft?. PjE?�Y� I'a D FIT jl- 'y S U T„ E R AND S U T E T E C T U R E E D E S I G N �k G` T# I L A N D S C A P e " O 1 T09 QUOG,UE, NEW YORK 119591607 " 3t ¢ 5 3810 � � FAX 631 653 , 3878 OFN r[ 6