Loading...
HomeMy WebLinkAbout45050-Z ��Q�OgUFFO(�CpG Town of Southold 9/23/2020 a y� P.O.Box 1179 0 o • 53095 Main Rd 'sgjol �ao�6 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41463 Date: 9/23/2020 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 700 Terry Ln., Southold SCTM#: 473889 Sec/Block/Lot: 65.4-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2009 pursuant to which Building Permit No. 45050 dated 7/31/2020 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: alterations and additions, includingliving iving room and landing to an existing one family dwelling as applied for per ZBA#6265, dated 4/14/2009. The certificate is issued to Manning,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45050 9/18/2020 PLUMBERS CERTIFICATION DATED %OV"VARIL'o ut o Signature SUFFot TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45050 Date: 7/31/2020 Permission is hereby granted to: Manning, Mary 700 Terry Ln Southold, NY 11971 To: ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6265 AS APPLIED FOR. Replaces BP# 34648. At premises located at: 700 Terry Ln., Southold SCTM #473889 Sec/Block/Lot# 65.-1-12 Pursuant to application dated 7/31/2020 and approved by the Building Inspector. To expire on 1/30/2022. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Building Inspector 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. 34648 Z Date MAY 1, 2009 Permission is hereby granted to: MARY MANNING PO BOX 1763 SOUTHOLD,NY 11971 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6265 AS APPLIED FOR r at premises located at 700 TERRY LA SOUTHOLD County Tax Map No. 473889 Section 065 Block 0001 Lot No. 012 pursuant to application dated APRIL 28, 2009 and approved by the Building Inspector to expire on NOVEMBER 1, 2010 . Fee $ 200 . 00 Authorized Signature COPY Rev. 5/8/02 Form No.6 D V TOWN OF SOUTHOLD ` [S EDBUILDING DEPARTMENT TOWN HALL J U L 2 8 2020 765-1802 BUgI,DiNO DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANCY r,T� This ^plication'must bi�'�in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building $50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. July 22, 2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 700 Terry Lane Southold House No. Street Hamlet Owner or Owners of Property: Mary Manning Suffolk County Tax Map No 1000, Section 65 Block 1 Lot 12 p 1055 all of Subdivision Map of Subdivision Property of Jonathan Filed Ma Lot: P/0 4 and 5 T. Overton Permit No. 34648 Date of Permit. 5/1/2009 Applicant: Mary Manning Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50.00 .1� r Ap cant Signature M r Manning oF sovr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlinO-town.southold.nV.us COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mary Manning Address: 700 Terry Ln city.Southold st: NY zip: 11971 Building Permit#: / 5o5d Section: 65 Block: Lot- 1� WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: Electric Awning Notes. "AS BUILT, NO VISUAL DEFECTS" Addititon of Living Room on Back of House Inspector Signature: �� Date: September 18, 2020 N � S.Devlin-Cert Electrical Compliance Form xls rif so eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [v' FOt�JW6ATION IST ROUGH PLI3G. ,-'�OUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETFATION REMARKS: 115�j DATE INSPECTOR- pF SOUlyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L DATE INSPECTOR SOUI,yOIo Z, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: � y c� DATE °29� ® / INSPECTOR O��OF SO(/j�o h �O TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION IST [ ] DOUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR S0//PZl� * # TOWN OF SOUTHOLD-BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( [ PRE C/O REMARKS: �1� ✓� I� d � mv� U LN L V,(�f 2 DATEINSPECTOR tfso 9- 0 S70 7to Te"_ # # TOW1111N OF SOUTHOLD. BUILDING DE T. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ' [ '] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O c�1 REMARKS. 0- � DATE l INSPECTOR : :. ® » «w� . � � . »+ � »%, . ? . � � � � ?© � >�«�\����\. : . © . �«�» , : a y��<««� � �: .:«��« : ` �© �«�\ <y\�� , . �: - p. . . ����� _\ , �3 . : � § � , . . .. ..w K � ^� ^)� � \ ; : < ./»»� ( � i ( � ! � a \ \ . � ��\ � . © ( . . � . . . . . . \ . . . � � � � � ^ a\» . � � � ��«?. Q: : 3Z � � � . 2, /?\ � /�= � . . /�:\«« � � . av \ . � � ! �\��}��� . . y. , . .v � � � �� �����{ , s»: . . . , . � �?2� ©s < � ������� \ � ° � � � � [� \ { � � ( / � . . : \: . } � ` . ., } \ / � � ^ �~ \ � . . .� \. \. \ { FIELD INSPECTION REPORT DATE COMMENTS p , FOUNDATION (1ST) Ile -------------------------------- �col) FOUNDATION(2ND) z 0 ROUGH FRAMING& � th PLUMBING ti r INSULATION PER N.Y. H STATE ENERGY CODE FINAL p a ADDITIONAL COMMENTS D 6�1ti cl-1, w - 1 Dyl 0 AP- -- Gi IvaC1 Dn ' FIELD INSPECTION REPORT DATE COMMENTS 17, FOUNDATION(IST) _ # --------------- ---------------- C FOUNDATION(2ND) �� t z ' 0 j daAe � ROUGH FRAMING& PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE X f FINAL •cam r AD ITIONAL COMMENTS y o .� 0* z tt � O z p� e Office Location:t *0 $O(/TyOlO Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) bic P.O.Box 1179 Southold,NY 11971 • �O Southold,NY 11971-0959 http://southoldtown.northfork.net EC lVED 4— BOARD OF APPEALS TOWN OF SOUTHOLDAPR z g Tel.(631)765-1809 Fax(631)765-9064 Southold Town Clerk FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING OF APRIL 14, 2009 ZB FILE #6265 - MARY E. MANNING, Applicant PROPERTY LOCATION: 700 Terry Lane, Southold CTM 65-1-12 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The subject property is a 13,382.58 square foot parcel measuring 75.00 feet along Terry Lane to the east, 192.12 feet to the south, 79.84 feet to the west, and 164.75 feet to the north. The lot is improved with a single family house, as shown by a survey prepared by Howard W. Young, L.S., dated November 26, 2008. BASIS OF APPLICATION: Request for an Interpretation and/or Variance under Section 280-124,based on the Building Inspector's revised December 12,2008 Notice of Disapproval concerning a proposed addition to the existing single-family dwelling: (1) which will be less than the code-required minimum 10 ft. side yard, and (2) which new construction will place the existing garage in a side yard instead of the code- required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 19, 2009 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests a variance to allow a side yard setback of 4.35 feet and to allow placement of the existing detached garage partially in the side yard. C r Page 2—April 14,2009 ZBA File#16265—Mary Manning,Applicant CTM 1000-65-1-12 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law Section 267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed one-story addition will be built on top of and in place of an existing deck. The location of the garage will remain unchanged. 2. Town Law Section 267-b(3)(b)(2). The benefit of an increase of living space on the first floor cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. There is no possible place for the additional first floor living space that will not require a larger variance with respect to the garage. 3. Town Law Section 267-b(3)(b)(3). The proposed variance is not substantial. The addition that replaces a deck whose side setback is 3.8 feet will have a side setback of 4.5 feet. The extent to which the garage is partially within the side yard will remain unchanged from its current position. 4. Town Law Section 267-b(3)(b)(5). The difficulty has not been self created. It is a consequence of the nonconforming location of the existing house and garage. 5. Town Law Section 267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Town)Law Section 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additional living space, while preserving and protecting the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-13,a motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the November 26, 2008 surveyor site map prepared by Young & Young and construction diagram revised 10-6-08 by Designer Eileen Santora. Any deviation from the variance given such as extensions,or demolitions which are not Page 3—April 14, 2009 ZBA File#6265—Mary Manning CTM 1000-65-1-12 shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes= Members Goehringer (Chairman), Oliva, Simon, Weisman, and Schneider. This Resolution wa a oa d ( - GD P. GOEHRINGE , C RMAN 4/ -77 /2009 Approved for Filing ng n BUILDING DEPARTMENT-Electrical Inspector .„ �N TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 nt Southold, New York 11971-0959 4" Telephone (631) 765-1802 - FAX (631) 765-9502 01 rogerr D_southoldtownny.gov- seand cD-southoldtownny.-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/- Z--a Company Name: `� le-e 4 h Name: License No.: email: Address: �' , o �� 3 ✓�L.. J ,� i �' Phone No.: j - - t"t- y Cc l/: (c �l_ Z? JOB SITE INFORMATION (All Information Required) Name: Mary Manning Address: 700 Terry Lane, Southold, New York 11971 Cross Street: Hobart Avenue Phone No.: (631) 219-9643 Bldg.Permit#: L-20—0�'(_ email: Tax Map District: 1000 Section: 65' Block: 1 Lot: 12 BRIEF DESCRIPTION OF_------ Please Print Clearly) - • -_- - 1 Circle All That Apply: --- Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Infor tion: (All in rmation required} Se, e ice Size 1 Ph 3 Ph Size: A Meters Old etet# New Se �ce - Fire Reconnect- food Reconnect-Servic Reconnected - Undergro d - Overhead # Und ground Laterals 1 2 H Frame Pol Work done on Servic Y N Add' ional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs FFOlIrG�� Southold Town Building Department 54375 Main Road Permit#• 34648 Southold,New York 11971 Permit Date: 5/1/2009 • � (631) 765-1802 pjy� Expiration Date: 11/1/2010 Parcel ID: 65.-1-12 BUILDING PERMIT RENEWAL LETTER Dated: 11/28/2011 Applicant: MARY MANNING Location: 700 TERRY LANE SOUTHOLD Work Description: RESIDENTIAL ADDITION ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION#6265 AS APPLIED FOR 6p -x/00 C-//o A FEE OF 0 IS QUIRED TO RENEW THIS BUILDING PERMIT.1,j D Owner: MARY MANNING Address: P.O. BOX 1763 SOUTHOLD,NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Bunch, Connie From: Bunch, Connie Sent: Thursday,June 25, 2020 5:12 PM To: larkandfolts@aol.com Subject: 700 Terry Lane, Southold Attachments: @ @ @ 222_20200625161001.pdf Barbara, Attached is what will be needed to close out BP 34648. If you have any questions I will be in later tomorrow around 11am. Best Regards, Connie Bunch i Y/ LARK& FOLTS Attorneys at Law 28785 MAIN ROAD PO BOX 973 CUTCHOGUE,NEW YORK 11935 Tele.No.(631)734-6807 RICHARD F.LARK Fax No. (631)734-5651 MARY LOU FOLTS E-mail: Attys@larkandfolts.com July 22, 2020 Michael J. Verity Building Inspector - Building Department Town of Southold 54375 Main Road - P.O. Box 1179 Southold, NY 11971 RE: Mary Manning 700 Terry Lane, Southold, New York (SCTM #1000-65-1-12) Dear Mr. Verity: In connection with the above-captioned matter, I am enclosing the following: 1 . Application for Certificate of Occupancy for the addition (Building Permit No. 34648) 2 . My Check #2978 payable to Town of Southold in the amount of $150 . 00 ($100 . 00 for renewal of Building Permit No. 34648 and $50 . 00 for , Certificate of Occupancy) Kindly contact Mary Manning at (631) 219-9643 to schedule a date for the inspection. Very truly yours, l ichard F. Lark RFL/bd Enclosures '� D � � � n J U L 2 8 2020 -BUILDINGDEPS Bunch, Connie From: Jerry Cibulski C21 Agent <jcibulski@albertsonrealty.com> Sent: Monday, September 21, 2020 3:00 PM To: Bunch, Connie Subject: 700 Terry Lane Southold Addition CO Attachments: IMG_7489 jpeg;ATT00001.txt 4,60,50 Hi Connie John wanted a hearth added to the gas fireplace to sign off on the open CO for the addition and email to him. I am sending you a back up photo as John was emailed a couple of weeks ago with the same picture proof ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 / sr<,a.a..co iv.w�Q.i aw..or.r aS""mi�`•�'••�� I I'liwrtnv'iacti wu"mn xr m r„[rwswiniia ra x ru•vswe nirsms um aa.a*u z vim m p*.am.rraun u[s a rvn a[cva v m2^In row o Isl Mina o�o0iz Ivl'e iw•s(sq a amens lol sw•w}tv.a my ren ua Invn•Wnry s�'m,a �iei�vmm x�wen m iiia rs�som o M.nnwe Wmvm�i wvrame rv[•oi oi✓ sa!io rm.ovs•amvmn w svosrn.ur wms �.��mMnnrm. N � ° Nourtg�! ourzg � �QC.VQ� '0") < � 4Li7 O.4a,d°r Avera° �y % Q RN°fiecd,N..Yo k 11901 via\-1��Q/�' W E WI 651121.2505 Iw 6�:2ID144 Y°iA9°^9 I^9tom b Q H.—d K Y-.A L-d r---j- 0 ---j r oQQJ� W F• T},onm c Wolper!,Profaeelanl ergawr f Da✓9b E Mena,PY�o/es bncl MEngW°er 9 SITE DATA ' w no�1 �I��•• r� AREA m 13,383 50 Ff, 9 \ ��,y, j•�`'6 D�nq�''fOr $ •SUBDIVIBION-•MAP OF SUBDNL410N"OPERTY OP S//, y �oLKNC Lwry TON�,wPi'4,,M52 AS FILL iO 1055TME oLauc or g ti e��f" `. S6g• °-`4,t,C '�. °�,t"enaw eo 5 F �u. ro a• F \\r� c• gar"�jk CO� e, p' e o o \ a N o� PROPOSED 8 Y a� 0 F,14 sJ to `1\ 16 1 STORY ADDITION e bp QJC Uo onJ� \ \` Pam y 164.' .Q`'�k �•�\ `\�� \` � \`� r - ya�O , � 'SFr � � b,• �� �a TDRy sa.°a• �, • mow. ?,�• i' aa' Yc INt- �, b„'�-+rr 5MVEYOR'S GERTIFI �� w NE �ry Noyj R K YOLN6,KY5 LB NO. .,, m `lrytho o�fo \` '�. U) ,` SURVEY FDR w Yo ny �Me �1J MARY MANNITIb �qnp.! PART OF LOT 4 8 LOT 5 Foggy Il DE 1 7 i•�} -MAP OF raeVIV151ON PROPERTY OF CJc 6 r JONATHAN T.OVERTON• at Southold,Town of Southold Suffolk Gountg,Naw York ryh BUILDINS PERMIT SURVEY Golmty Tax Mop ono-kr 1000 s.imn 65 -1 OI - 13 to FINAL MAP FAD D��aMFL "° '6''°°B MAP PREYAR® NW.26'2 'Som REVIEWED BY Z Reid ROVI61onD R^LOf+D GP FzAS,Ok4 DATE s m” SEE-DECISIO #� ! DATED-1Y / / 4 m gp O _ _ IS 9O k' 60 Scale.I'= 90' i OF 1 .!`� DW6 3OOB_OBTD�p 0=MONIMENT SCT 0=MON. W FOVIS) •STAKE SET •STAKE FOVND (1)UNAUTHORIZED ALTERATION OR ADDITION TD THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFlC FURPOSE AND ARE NOT 10 BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION,OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION `-4 INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY•GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED�HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION I.ERTIFlCA71 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS � = I DK �DK N ti \/ a 400 Ostrander Avenue J� �t lti�� W * E Riverhead,New York 114101 �C tel.631.1212303 fax.631"121.0144 ¢ admin®youngengineering com Howard W.Young,Land Surveyor k ) Thomas G.Wolpert,Professional Engineer / 3 Robart C.Tast,Architect 1 t Douglas E.Adams,Professional Engineer SITE ATA ,� b W r Q��k, Ohm/ �Or. S AREA = 15,582 5Q. FT. �� le meI'�. SUBDIVISION-"MAP OF SUBDIVISION PROPERTY or- JONATHAN fJONATHAN T.OVERTON"FILED IN THE OFFICE OF THE CLERK OF o08tq `�Y9 � bR77O � G o SUFFOLK COUNTY ON JAN.4,1932 A5 FILE NO. 1055. CO OQ v b�• A 0� ~�` g� 0 ```��.s `, A/� /H / PROPOSED v a~, y o 0 .� / '��s. '� ~` ae I STORY ADDITION CD �J.o apt ryo o .{C�Jr Uo � \ \ /64 �qc rfis \ G W - N. \ ^ o a 2 /a �q, 93' ry.2 �o. `` 0 SURVEYOR'S CERTIF �p)- � �./ '`y/N ? /� ry \\\ �' n/4,�, 0 ~`\?0,�� p 2 'may �f tP y,� °r r / \ Gly f �s/ 3t } 1� . d N Lt•� `^ /7 \ \ \ J HOWARD W.YOUNG,N.YS.LS.NO.45893 VL LA�'� :pv m hth r f \\ �, Q t,r� N J Yo�q J Svc erg y \ \ \ \ SUR1/EY FOR MARY MANNING Z A /Ch PART OF LOT 4 4 LOT 5 c Cfj o "MAP OF SUBDIVISION PROPERTY OF JONATHAN T. OVERTON" \ \ 00 at Southold, Town of Southold ryry I Suffolk County, New York I BUILDING PERMIT SURVEY I County Tax Map DistFiot 1000 SeotXon 65 Bock OI Lot 12 FIELD SURVEY COMPLETED NOV.26,2008 MAP PREPARED NOV.26,2008 Record of Revisions Q RECORD OF REVISIONS Df LTE Of mry qi c � �' •ti.;a.fi. CO I' 0 r 1 30 0 Is 30 60 0. r�f ,; Scale: 1" = 50' l JOB NO.2008-0318 DWG.2008_0318-Jpp I OF I i O = MONUMENT SET = MONUMENT FOUND Q= STAKE SET ®= STAKE FOUND I i _ __ - ___ _ __ __ _- . _ . ... _ . - - . ' .. •_ . f Eileen 5ant®ra Reoldential Des: ner _- Jo eph.F{ �hett�I FE . . _ . 1725 Hobart Road •Southold, NY 11971 . 631-734-2794 • Cutchogue, NY 631.7 2 65- 954 . t { - A� i to _ , . . ._� _ __—_._ _,__..,_.__I_ ___. _ ------.-- -11 . - -.�.._.,,-.,..♦.,....—�..... _ 1 i' . ' ! �` _, _.. I 4' ' f _.I. _ : --- Vit-` �., 1 _ ..___,_, �_::. __, �.__.. .___ w._ I ins - _ . C r-- / K : r I a Kil!! _ _ 4 - V 1� (� I �1 [[ r -r4 �_. t' ___ r. 1 ? a. I I I � . � ,Fl� i -- 1-11 I r I~� i s.. ,I {—` C { t I ..,`> i 1 a 1 d � I I ` i r'" I G17 s' �_ t_ w >I t t vii. ;I - . , i i 1 , 1 l 1 a r ,"._. L7fi.} .+} c.h :, ,; A i-. - 'r. f ; t . c_ i : 7 7 I E v s t ` d I." - . . ,�� �, I 1 , , , f , I , _ t 1 I , . E I s:� > I , I. , I , { t i t i i jj 1. I t u.1 r �i ___._ . .—x_._.I _.�-;-__�,II t__# I `� , I 11: � •i , I (�/t -1�1ill . i I t , i i 11 I11 I 3 { I r, 1 t i ; i t al ' cc y, , I T �'` I ` r 1 , , : i i I 2 ( i I+ >II. is -� - t 't } } I 1 1T� 1r1� fR { I _ 1 t:- s: ! + 1 t i I i I i I I I I. , I , Ij }, j ; I it I> !g r i , '.:j _ t I.. I - j• .t a I , I' I �I r 1 11i , ,+' { �t! I 1i .. I . . :I / , i SI .._-.__.. I - !,•___ i L a i - -l. ! -------.— .... _,_ ! i �r_ 3_?�_�. 1. - ,• t Y t 1 ,S �.__. • , , i t .�. +t. X i h :-i- - -:I ..S'. i ` i f( •y i v f. ,. f.f I it { +'' W t-y : I ,_ I \ i .. I-_ ----'.:.. I ,. tri s L= __ �+ i - t >` I. 4 i �, . : , : ., _ Y t _ _, .. �. ._ . , _ , ( „_ r ; a �Jr .. .fix« - ; I i -'f� ' t , .. ..., .: i .,. - . . . I iL fi. Y� i� I.. : . j — j ! E 1 11 � I I I A t L � . ,:", : yy -----4- :. .. r :, -. I , .. , ,: , :1. _{, — ,-,-....._,_,._.,,_-_,a•:.e- "� i er+,..-_,_,:_,-.-. _.-;.-..._. .... -- >✓. I � i� , p� a, + @ �K t ,.: I a i. �j , I 4 d 1 I - I I o1 ,r }... i . . Iy I ! - su sem. s, .. I a 1 1 . 4, J . d..... ..«� ... 1 .s e.1'9.:..,. . .P r' ,t noa :,-t:? r i i 1�Il.� s s b p �,n 1 L �7C.+" F ; f , I r r , t- . : z �''r �' F' t f '.e.,.✓ 'CIL i 1•I -�. (`?Y, .h _ , ( , , , - a..t.,a+.. •„>w..�. r .r a'..t'' i t . .,_ u s ,: I Ili . .,. ,,. n_n I I ( I, I I:. r w I r -�, . T— �I rvt - — - -- -- _ -- L , j - :. f ---- -I _ �" _ I. I _ _ ,,__r._.. ,.. _ �.._ ,::_.. _r _ I . I , _ 1. ( : , _ _ __ __ _ �_ t d , 1 1jj . �+`�} . Y } k ' I� �f i'. �` '.� lt�G1!� f � I �� r l 111 � ' �"' / � ir i.'� I k' R i w .- . t,\ �/ .� t f r_. { I I r r1. F,, ,:.-�, .tr e ,-..., r +� t I ti L--t- ++ 7 t - rr, I 'y. 3 ,•. .;�� . ..,�-., .: Yom: t .. 1 G 3 1 t' .e-_3_-.-- 1,--I . f,.,,of Mil._I'�I.- f �_.` ...,Y., ..It-.,\,, _. . :.L.. I i-• A . , i , y {f `,_' 'le t - 11 y_ , .i r s 'v K,.:d"R'r , -d:<, ,"r".i_.e..,.. 1 F,,' `\.- t•� r-' .:�^....f, I`/ -i: tom`', i r'. r . r (iv, !'� �, fir+w..<is r.. -M. j (/ f�`�� }A-.:'•r• I`v, ; - 0 . I :i : 1 - ,' , N -s' ... Jw 7 i I •.a / �.. q C/ i M i LJ ,., "4 ! . { i 1 I ! , f , ,^X .- r - _ r, , r #n i I . .. I 2 . �'u fi c I �,. ., Cs I: F } ... i , u as , .. f`<y ter,:. ,. 1 .)) q/.r�.. 1.a '`� '- i __ - - i _ : v. j ' , R A . , ..yr- I u..- I +.... jti rh .. ., "s,. . _ I F<.. - ' ,,`-:. -a",} , n i. r /j/ 1 a. G t o t s» /f a r t :. G u + i r I r �� ,. � : _ -` d , - ... .- _.. .f. ..�tar•"yd � .,r :s'� . .,r , .. T"Y;;c .. ;c,.q :I:.>•. 10, ti-, j t" , .f ,. ,,,//�, , , _ _ _ _ a __ s t 7� - C,-" 1� r PIZ ( , I-. r i.' I =, T I 1 . . __ �_ I ` ,,, I I , _ ,�N��-,-- t I , .. ; .. „ : a r 1 r Zw: -. «.: I fI , ,_. r A< . I I I 1. i I .1 I � 1 �. I .(-,I �- t I I ti , I _ I I '-1 I . . I i .} c � � � 1 . . -'� I I . . � 1, � t I I. N . � • 11 : �. �I I.. : �. , s.,. ,. 1.� .III ,. t ,.,)'. r,;�7:,�,I - I j?1 %��f :I � r--s'." i 1 .r,, ,9 F � t c � � � I: I . I I ; I % I . . I - -, I I . r6c +I I I . ,� I I I I � � � , I I . . I *z t ... m .. . I . 1 E5 I 7�d',Z,1111- i 1, : � I I I I '... zLIIIIf,v" :t"„ , , . �I tr I. 1 . . . � 1 . w ITf Cr , 11 r� .». I I I . i � I l I i . I I ., I . ` \`•.mo ) I w\ .i T : T I :i - V I _ li ir,_:. 0 ••-�/,f i, 1.. - �i , , , L I . ; - ; 1 ., , 1f r , w ' M ` -h a: I: ., k i \i , d I y, r. ( ,is E I— 11a ( y yy JI 3 i I _ o , ( t I ;,v i I a i I. F1L1h ,. ” :.� = I _�%__, I !' .__� ._ CTION SHA LL I , ,> I , ,�.`. �,. j . ; �__._._ �_._.__.._.___..,_..____..�. ____.�___._._.___.�. I LL : ..________ .._._______ , -. ... _ , r. -.t a/ - t., s_.,v,.1 err_ (�;� F I: �Cod` , e - r.. .,, �s I i MENTS OF THE. f, t s. 4. r� ." I REQUIRE F% �f ME 'T THE t I. ,. ` .. i— - . .,;I l /I U .../, Tt1 - �. �.'.✓7 C .., ..,-..r t ,,,_sem:,_:..•j±..'1.1 , I . C DES OF NEW YORK STATE: �` x _ .: �_ r :.( Cit { .. -.. ,-_ i -�C lrin 1 1, � \. 01- I j j . - , t _ i `'. I r'4..• I,,Q_ f-w R.,it `�, ` • l„J J ;!s q_� :. f; 1=' . I L - s„ '` r j ; \\.' w t, , r , �1=� ,s C, t._�_. __ �w_ nJ , .' I i I E �, 12 C i- PL.. i� . RTIFICATION ;_. �- s; , .,Y . . A j. r TT __ _._.._..w_ _ __ G & CON __ _�_ ..._. _ .._,.r. �.,: _.:, _� _.._. } .. �. 1. I; REQIJ,IREQ ,;. r=' ' 1 I 4•^`-. at Cw,� ��t1: s=. •N'1 J !: ,.� Z a .i I f • s i i c - _:.... -: :.- t .1. C ...•+,..- „ , :,✓' -.-. . � t: �. f ,f , ,�I `r-x.- M k.Y'"� k_w , k - / -+ b , I I s .t��Iiz�_,�• ) . I � iD _.,./,::.8 ` a� a j , : y It fr ,t2G r r .;, 1 . t;- ', ... ,,. I �., : , n , e�� 1� (moi r I' - } ti. •' — i til n�lv Iti _ r ,. - D �Y f r -t 1, r F - tV;r, i S z. a _._..__ ,, p I: .� 11 , i Y V WA`:Jl.t'1 ,.+1- ✓ L''-t -Y- ✓,;a.d d ,�. /,t.r I a .. �l aw M.. Y,s`.:Snt.. ".w _ _ �, A-w t I1. RITERS,CERTIFICATE .--..--,— i ,t.u.tU�IDERW �' 2 ^� I✓Nd ' ��Y� M i i�1, 2 0 4 v, j! a 3 r REQUIRED . I. k 5a ✓1--a, �' _r d ICf vI�' '� t-�G I C i1� l :. z._-�i' 1 A '. s � T '',: .; AS NOTE '� . f a _ ,k 1t ; APPROVE® n �, - . P v+ , 8„d.. 'Q`: .�,« a. t d f 1 is _ — �� +' h.Pi✓•r., i t�f ,r' , e4i .,.`.r•, „wt s \ a G...s••'I' !', } ~ !''�. r„i i" 1 3 A- 9 S ai 1 '�• L::^r. /` I i.. .� ...: ,_- .�. 1 o f ,:. I , ,..t, f' ( , �i, .�� , ,. 3'�l B ---,,,- 'r.l„ -h ,...'�*.- t�• ,:lI - , �.P.t1 d A V' + .1 Gt inI �'l i i�A N�:Irll , _ , .. ,,_, ,I, .;- , i¢ { > t 4 DATE. s ,6 - : a P , ; r, y ,:. . +li I t *.., a r._: I .��_.:. .'.�,��„,:;' ;,. .19,.,.F x E .�_. %� `: } rj 1 �•.^..+..,t`„ ,.A-. I �f'� ''.. i �„ ; t t '+.J�r . .xl«i R._..° i.•J .y. ..., . ,, ^, 5` ///g k v/Oul C) -6 -3- I,,, j`'•..c , lq 11 „t, 't^� /"v i.✓ -r. `M.-v ---I--,-,- -,..,,_-..:..,.,s.�,.._ k,i � ��! - � h.✓E, � �.`�Fsi;��` , t, ;•,. .-R- ,:-r : 1 } s : FEE. ,..:, ., P, � ,, -" tI. I �- ., s. ......�.! 2..-I:..-:..:'�:.• , .a,.�'.,-- ,,..>`L^µ -r' ¢ f .- I ._ ; •t" f _y ..t r^•'_ _��~'� �- �1., k. -, ,� NOTIFY BUILDING ��PP,R I MEhT_AT _ :. _..:... .. _ �_, ..�_ . ; , NO t a � �` - ` ' ,i '�,l, i 1 ;'•j- .y,.,�. ir`-f ice` i 2^.'/„4,. _.� ,. 1 !.. .., ,' / at N" dp^ow.F-„`.' i' .. i::. ;'= . c �. . : ; ._.I .. .� i . 802 8 AM'.10 4 PM FOR THE �! , I_”. �. � ? -': / 's t �. ,z,:s. r; > �': t a, %- , 1 s,� I •. 765 1 .�.' i . , 1;4a' f w --..-4..-------..-.----. _"".__-_.�__.._ .,.;,:._.S <,.. .__ -• 3 :. - I .111, ... �" e p .,f.._..._«_.,. .__ -,._,_------------ _ _. FOLLOWING IlJS1 ECTIOVS. _ C1 �." 2" 1. FOUNDATION - TYti'0 I7FOUiRED t Ca . FOR POURED Gu^ICRETE OCCUPANCY OR ���a ,��0, O����°.�� ROUGH FRAMING & PLUIv%IBIfdG r :.�i .? f ,'? i _ �, f '� ` QF S4®�� : _ : :, , 3. INSULATION: USE I S �. N LAW F U ?� �c. 4. F FINAL - CONSTRUti TION MUST s % ;'�,�' "I t N:Y.S: Ener` Code WITHOUT CERTIFiT� r ,� I . �Y BE COMPLETE FCS'C.U. �4. ;�, ,- - - G?D F;�,: " i; t . 1 . -re for additions less than.540sf. ALL CONSTRUCTION SHALL MEET THE iii? , Prescriptive envelope required d -� OF NEW OF OCCUPANCY P Y: - REOUlR�M t�,i OF THE CODES `A .� _:'; DRAwN s3v 4; 11 is addition meets or exceeds N.Y.S. minimum code requirements. A5.' -'t r�"C ,Vf�l� �l� OF a YORKSTATE.. N 1; ,^�SPONSIBLE FOR ' .,'t. :. :. C..:.,�.,...I.-r;., DAT .Y- �.r♦ ' s`! - i' DESIGN OR CONS I RUC I iON ERRORS, Revaseo F1. . SOUTH' D-Tw1N Pa h Ifs :. ;, , , ., - .," RETAIN STORM WATER RUNOFF .. ..,',.., r .,, ,-,., OL. y CTM Ij it SDARD t-: w7; =t LIii ,,,, ,.., , PURSUANT TO CHAPTER 236 u�, I DRAWING NUMBER OF THE TOWN CODE. N.Y. :uE� wry CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS C CONNECTION LOCATION: PART NUMBER: NOTES: ?- ;., RIDGE-TO-RAFT-CRS LSTA24 APPLY TO EACH PAIR OF RAFTERS .� - ~ RAFTER-TO-V�ALL RT20 APPLY TO EACH RAFTER 4; X �- RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER s o N NOTCHED RAFTER USE WITH SPTH4 CONNECTOR)v cn RAFTER PLATE-TO-V,ALL STUD SPTH4 APPLY TO EACH WALL STUD u. RIDGE ---- RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH' WALL STUD ° to HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD o r CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOW',.' ANCHOR ADSS APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-S'LL PLATE r��STA36 OR RS16-R to WRAP UNDER DOUELE SILL PLATE t- TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE WITH 3" SOUARE WASHERS)r USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RES'STANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION Q ANCHOR P.O!.T CONNFCTION FOUNDATION 5'O'D'A.ANCHOR FOI T ., RAFTER CONNECT CORNER STUD FOR ALLOWING suPo�Tlna "''•x"�"�►"s�c'",, C� HOLDDOUJN INSTALLATION TO TRANSFER SHEAR STORY 7-c OC SILL PLATE TO .� TOP PLATE FASTEN WITH 2 16d CRAWL SrACE OR FOOUNDATION) ` • TOP PLATE ) SILL PLATE TO FOUND.ATIC'i .--Q D COMMON NAILS @ 6" O.C. CRAV-i S°ACE OR FOUNDATION) TOR tS 3S'OC ' e^e WALL STUD MALL BOTTOM PLATE TO FOUNOATnN S�A9�OylGRAQE 1-2 STORIES 57'OC C3 WALL STUD SIDEWALL ENDWALL USE WITH 3x.3 SQUARE WASHERS so S (USP LSPS58 OR BP583) U TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTIONi SHEAR WALL CORNER_CONNECTION 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD" WOOD JOIST SUBFLOOR -0 � RIM BOARD HEADER BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATES GIRDER/HEADER • JACK STUDS WOOD GIRDERI (' WOOD JOIST 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION_ JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDEWIJEADER TYPICAL MULTI-STORY CONNECTIONS 1 ST. FLOOR WALL STUD 1ST. FLOOR PLATE Jr SUBFLOOR SILL GASKET WALL STUD O WALL STUD RIM BOARD �` TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) - FOUNDATION WALL o FOUNDATION WALL - D 07 N - DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NONi6`ARII�G WALLS, 1 ST._FLOOR_TO FOUNDATION CONNECTIONSSILL PLATES TO FOUNDATION_ANCHORIN_ _ _ _- __---_-_—_- °CZ R C,7 w NAILING SCHEDULE PLAN CONTENTS: _ WIND FRAMING NOTES OCCUPANCY CLASSinCAiION R3 RESIDENTIAL �' GENERAL NOTES 1} RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: U�v t LL(N 1-1/4'x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3 4. JOINT DESC i[PTION NAIL N NL NOTES BUILDING USE ) When a col 'ar tie is used in leu of a ridge strap,to number of 10d common nails required QTY. SPACING UiILDiNG HEIGHT CONSTRUCTION NOTES: in each end of the co"3r tie need rot exceed the tabulated number of 8d nails in the strap. RAFTER ill 8'WAI L 3-8.1 COMMON EACH TOTAL SO. FT. OF CONSTRUCTION CJ TOP PLATE 10'WALL:4-81 COMIAON RAFTER TOE-NAIL -- Lr) t).The Informal onwithin this se'of construdipn documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'V1'ALL:3 8d COA!":"ON EACH DESIGN CRITERIA RESCP!PTIVE AS PER N.Y,S. RESIDENTIAL CCNSTR'JCTION CODE AND U_ .� intent and framing details.They are intended as a construction old,not a substitute L eterat framing and shear wail connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-Bd COMMON JOIST TOE NAIL 1995 SK HIGH Vr^NO EDITION, Vd00D FRAME CONSTRUCTION MANUAL f; „, l accordance to tahAe 3.3.When a rnftpr or trusts do not fall In line with studs below,ralfers FRAMING ELEMr'NTS AS PER F OOQ F E r"PAL NOTES for gPnraraGy accr,..ad C?nd buil mg practice and compliance w th current N"wv York „� .. PLANS. CROSS SECTION AND GEr .� State bu�!ding contest The Genera!Contractor Is responsible for providing Standard or trusses shall be attached to the wall top plate and the vest!!top plate shall be attached to CEILING JOI•�T TO AS PER TABLE 3.7 EACH FACE � L! Stile u ,len dein is and procedures o ensure s respo io le f finished,structurally the to the wail stud wtth uplift connect,ons.Roofs overhanging the rake side of the building PARALLEL RNFTER Wi'Ct.1-SGC LAP NAIL EXT. BALCONIES 60 sound and a wea'hrrproo!complP'ed pmduct. shall be connected with until cpnnect,ons in accordance with table 3.3c CEILING JO'ST LAPS AS PER TABLE 3.7 EACH FACE DECKS a 0 U� �L" OVER PARTITION VFC -SGC LAP NAIL ATTICS w/o STORAGE 10 O �� M 2).The Genera!Contactor is re5ponslb!e for enstir.ng that an work and construction 3).WALL-TO-WALL ASSEWILY: COLLAR TIE AS PL TABLE 3 4 EACH FACE AT TICS wl STORAGE metals cancel tede2l,sta',e,county strict Itlral COk!es,p dinances and re^,lltationS,etC. Writ studs above,and studs below a floor level sha!!be attached with uplift cxnriedions in TO RAFTER WFCM•SBC ENI) NAI'•.. DESIGN LOAD CALCULATIONS �0 These eurres are a 1. considered as pa^o`the es,c-din ons for this building and accordance with table 3.3b.When Wali studs above do not fa'l in line with studs below,the _ ROOr (GROUND SNOW LOAD) 45 � ! s!!ids s~a!1 be attached to a common member in the floe)r ascerrht w'th uplift connectors in BLOCKING EACH TOE (LIVE LOADS PSF) should be ad'ialerl to even if in vaidince with the pan. y p 7E 2-8^.COMMON ! ROODS (OTHER THAN SLEEPING) 40 l� accord n^e x th table 3.3. TO RAF.�R END NA!_ P00"a5 (S EE ;"JG) 30 T 3?.Dimensions shin tnke precedent over scaled drawings. RIM COMM VI EACH END (DO NOT SCALE DRANr'"NGS), 4}.WALL ASSEMBLY TO FOUNDATION- TO RAF ER 2-16d COVIA END NAI'_ STAIRS 4 J First wall studs sha''be connected to the foundatior,s!II plata,or bottom p'at+a vrth uplift GAL'RDPA!LS (ANY DiPFCTI OBJ) 200 4).The engineer has net been engagwt for construction su;�rvisior and assumes no connectors.Steel straps sha!'have a minimum embedment of 7 Inches in concrete WALL FRAMING: res!nns!h:l;yr for construction coord na'.;r,K�!n these plans,nor respensiDi ty for fourdot on and sinb-on-grade,15 inches in masonry blxk foundotnns,e"topped under N,4!L NAIL XpOSUPE LATA GORY const uuct,pn means,methods,tgrhnigiues,sequences,pr procedures,or fp safety the plate and nailed in accoMance wish table 3.3b.When steel straps are lapped under the JOINT afSCR!PTIO'J Qtr SPACING NOTES LOAD PATH SEE CONSTRUCTION A,N^'r""v^ PATH CO"J'.ECTIC.`J .•Pcnutions and progmr!s in correctinn with the work.Th-9 are no warranties for a bottom plate,3 irch square washes shat'be used with the anchor bolts Anchor bolt (RO- Cr - FOUNDATION DETA.!L PAGE P;_ GFNE PAL N GTr PA TOP PPER FACE NA!l - - --- - snecilc us expressed er im;+'ed in the use o`these pens spacing Is to be spaord and sized in accordance to table 3.28.in aLATE TO dditipr to spacing, , 2-16d COf"fAON T. P A , anchor bolts are to be spaced between 6-1,2 inches from the end of a sill plate and all TOP LATE FOOT SEE NOTE:1 NAILING SCHrGULE SEE GENERAL NOTE PAC I:7 PLATES AT JOINTS FACE EGFESS SEE FLOOR PLANS AND WIJDO'P,SS_HEvU F 5).Rarer to the W:ndowv and Door scheds!e for exterior om-nings. stoners• 4-l0d MI!I-"ON �__� _ INTERS=CTIONS EA.SiDE NAIL_ FIRE PROTECTION 6).The General Contra^tor is to ensure that masonry or prefah-acted frepS t LD 10 ?4" FACE!aces meets 5).TYPE I EXTERIOR SHEAPWALL CONNECTIONS: SEE FLOOD' PLANS r, or exceeds ma^ufac';;re's spt'<,':`Cationsstnd app'iceble codrs. Type I exterior sheer walls with a minimum of 7/16 inch wood structural panel on the exterior S-UD 2-161 CO.IMON O.C. NAIL SMOKE & CO2 DETECTORS attached w'.th 8d common eel's at 6"o c.s!the p?net edges and 12"o.c.in the field,and TP'JSS DESIGN NSA - STA_N_D 40r� STV' r !'s ' !' 1/2 inch gypsum wallboard on the Intercx attached with 5d cooler rails at 7"o c.a'pane! HEA ER TO 16d CO",A'"ON 16"Q C. FACE _�, .K FF?A�,';CC ,, __.J T! ! 7).The General CortrBdor is to censutt with the owner for all built-in items 9Y. < HEaCER ALONG EDGES NAIL _ _ T _ •� such as bookcases,shehing,pantry,closets,trims,etc. edges and 10'o.c.in the field shell be in accordance with the length requirements s-,ci ed ENERGY CALCULATIONS PES�HECK 3.5 R LE7 SE 1 ( /�"" in table 3.15a-b TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END _ 8).Wind load req.:Imments shall be taken Into account during construction. PLATE:FO STUD 3-16d CO""aCN PER 2x6 STUD NAIL 6).TYPE It EXTERIOR SHFARWALL CONNECTION'S: FOTTOff DLATI- TO 1 FOUNDATION NOTES: Type II exterior shea-wails shall meet thr,requirements of table 3.158-b time,;the appropriatePER FACE NAIL FLOOR JO!S1,FANO JOiuT, 2•t6d CO".1'.!ON ;ustrnent faders in table 3.16. END JO'ST OR BLOCKING FOOT SEF NOTE:1,2 ...... `"� 1).The General Cortrn:+or aril Mason to review plans,elevators, length ad details and notes to determine intended heights of f!rt'shed floor(s)above typical gide. 7).INTERIOR SHEARWALL CONNECTIONS: F LOO R FRAMING: �M Allowable sidewall lengths provided in table 3.14 shall be perm't'Pd to be Increased when _-~ NAiL NAIL 2).All foetings to rest on undisturbed(virgin)soil.Assumed bearing 3^OOpsf interior shearwalls are used.Sheathing and connections shall be in accordance with JO NT D-r SCR PTION CITY. SPACING NOTES r- 2.4.4.2and 2.2.4respectively. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 3).Provide 1l'2"expansion joint materia'between concrete slibs and abutting JOST TO. 4-8d COi`,"YON PER TOE , III concrete or masonry walls orctirfng In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PL4TE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WI TER iCESH!ELD FLOOD Header andlor !rider connections shall be attached with uplift connections in accordance 810GING EACH TOE SNOW SPEED DESIGN WEATHER'NG LINE TERMITE DECAY DESIGN UNCERLAYMENT " n i t, r g 2-6d COMMON to c "p r_ ser HAZARDS 4).Any ne�.v concrete vest s beteg attached to exist ng txncre.p s ructure shall with table 3.5.Window sit!plates shalt trA have steel connectors in accordance with table TOJO!ST END NAI! LOAD (ti., Hi CATEGORY DEPTH TEMP., ft40J.,,_D be IrOa'led with#4 re-bar,18'long at 12"o c..Use arprov-d epoxy for installation. 3.5. BLOCKING EACH 1017 45 LBS. 120 B SEVERE 3 FT. 11 r 2.8d COMION MOD_RATE SLIGHT TO r~ t 5).Unless otherwise noted,all stabs on grade to be 2500 p.s.I..Concrete to be 9),CATHEDRAL CEILING ASSEA4GLY: TO JOIST END NAIL TO HEAVY MODERATE - !• poured on 4 inch thick sand or gravel fit with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall a thRr be notched and BLOCKING TO: " EACH TOE to be minimum 3-112 inch thick. anchored an top of the beam or slope connectors shall be attached to each rafter-to-ridge 3-16d COMMON ., SILL BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall she!!be be LEDGE R STRIP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: t'1 6).Crawl spaces to be provided with a minimum 18'x24'access opening.Irstarl one attached with the above requ,rements. TC BEAM 3-16d COMMON JOIST NAIL rite SP .,G ! NAIL SPACING N. ACING AT INTER.., D ATF � 8x16 cos:iron foundation vert for every 1 SO sq.ft.o`area. SHEATHING LOCATION' NOTES �s 1 JOIST'r"!LEDGER PER TO AT PANEL EDGES SUPPORTS IN THE PA":EL FIELD DECK AND COVERED PORCH NOTES: 3-8dCMIVON �- 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TC BEA A JOIST NAIL 4'PER:k"ETER EDGE ZONE 8d CO1.1110II(ru 6'O.C. 8d COMMON 6'0 C. SEE NOTES.1,3 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BMD JOIST PER END the below grade port on of exterior walls prior to backfil!ng All fasteners,hangers and anchors to be ga'vinized or stainless steel. TC JOIST 3 16d COR!h�ON uOIST NAIL INTERIOR ZONE 8d CORA4AON 6.O.C. 8d COMMON .- SEE NOTES: 1(FOTH F;ELDS! 17"0 C ,".. NOTE:2 FOR PA":!-L FIELD i " t + BANDJOiST TO: e" PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d CC%"t"ON 11 4"O.C. 8d COIA"!ON tri 4"O.C. SEE NOTES:1,3 t 8).Drainage as per section 8405 of N.Y.S Residential Construction Cede. 2}.Girders for deck joists to be boned to each pas,with w..shers and nuts. SILL ORTOP PLATE 2-16d COP'VO FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored NOTES \ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. _ DEATH I N �___-- 1).All framing techn'ques and methods as prescriptive design of 1995 SBC High Wed , SC NAIL NAIL 3).Posts supporting girders sh,.I be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF M' NTION�D IN SCHFOLit E NOTES ONLY Edition Wood Fra n;r Construction Manua', t; QTY. SPACWG 9 Use a m nimum 112"dia x 7"long anchor bolt with washers and nuts.Foo rigs Shall be 3 P below grade.Concrete piers to be used with all porches/decks with roofs or pergulas. STRUCTURA_PANEL 81 AS PER-TABLE 3.8 1) For roof sheathing within 4 feet of the perime+.er edge of the rr^f,ircuding 4 feet on each,side of t'e roe!peak, 2).Unless otherwise noted,all framing and structural wood material to be 02+BTR. WFCM SGC Cie 4 foot perimeter edge zone attachments required she!!be used. Douglas Fir. 4).Deck Joists to have blocking at 8'0 o.c.. CEILING S H EAT H i N G: V.. 2).Tabuta'ed 12 inch o.c.na l spacing assumes sheathing attached to rafter I truss tram;nn rme^,•bP'S w`•h G>0 49. �„i.1 3).Floors,veal's,ceil'ngs and rattnrs to he spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shat)be instellod between the building and ledger. JOINT DESCRIPTION NAIL NAIL NOTES For framing members wl'.h<D 42<G<O 49,the nail spacing shall be reduced to 6 Inches o c otherv,ise• Ledger to be fastened to bui!d:ng with 112"dia.bolts with washers and nuts QTY. SPACING where reoded. GYPSLM 7" O.C.EDCE 3).Tabulated 4 irch o c.nal spying assumes sheath ng to ria"ter/trues framing members vh G>0 49.For 4).Unless otherwise noted,all bearing wall heade�s to be(2)2x10 92+BTR.Doug.Fir. WALLBONRD 5d COOLERS 10"O.0.FIFA D framing members with 0.42<G<0.49,the nail saar_ing s''a9 be raduced to 3 inches o c. Hearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL S H EATH I N G: openings.Bearing wail window silts sha!l also have(2)window si'I plates for 2X4 will 7)' All joists to be supported with hangers and anchors Eads Joist shall also be anchored openings bet�reen4'land 6'Dard2x6wall ooeningsbetween5'l1and 8'9.Provide fire ) � pp g INTDFSCR!PTION on, SPACING NOTFs WALL SHEATHING REQUIREMENTS FOR WIND LOADS: to girder(s). J0. and blocking where steel cable. 8).Covered Roofs shall be assembled and anchored the same mariner as a typical building. STRUCTURAL 81 COrl4P!ON AS PER TABLE 3.9 SHEATHING LOCATION NAILSPACINGNAIL SPACING AT iNTERMEOIATE NOTES 5).An flush beams.headers to be installed with heavy duty gah!nlzed hangers and PANELS ':VFCM-SHC AT PANEL EDCES SUPPORTS IN THE PANEL FIELD anchors where app!cable to all connecting jo lits. PLUMBING NOTES - 7/1E"a3 3"O.C.EDGT SEE NOTES:1,3(BOTH FIELDS) 6d COIR".70N 4'EDGE ZONE 8d COMMON�6'O.C. 8d COPaMON(d 12'O.C. 6).Double up flnorjoists under veal's that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD NOTE:2 FOR PANEL FIELD Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM C15d DOLFRS 7" O C.EDGE INTERIOR TONE 8d COMVON Cr 6'O.C. 8d COMMON pi`12'O.C. SFE.NOTE:3 WALLB04RD 1o"O.0.FIELD on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: NOTES 7).Provide bixking/bridging in floor joists at 8'0 o c..Use solid blocking in floor joists -- - --�_ under all bearing walls. 3).if wall studs,plates or joists are curt out during Installation for any plumbing related work, p NAIL NOTES NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY SPACING 8).Provide Insulation baffles at eave vents between raters.Install draft blocking as state code and man ufac`ure's recommendation for maximum hole size and spacing perrritted. STRUCTURAL.PANFI_S "e" 6"O.C.FDGF 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall needed. HVAC SYSTEM NOTES r OR LESS Jed col,..QN 12"O.C.FIELD be used. 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to ail applicable codes and safety NOTES: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members Wth CDX exterer sheathing grade plywood.Plywood to cover over plates and headers. requi ements. - --- -- G>0.49 For framing members with 0 42<G<,the nnl spacings shall be mduced to 6 inches o.c. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otharw'so noted use 3/4"thick T$G PTS Fir or Advanterh plywood subfloor 2•HVAC Subcontractor is to full coordinate a"system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel siding,galvin;zed box nails Shan be permitted to be substituted for common nails. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed e)qu'pment supplier. Y q , over subloor as per manufacture's instructions. 1).N3ilirg regiirements are based on wall sheathing 3).HVAC subcontractor to provide Il system layout drawing and submit it to the General nailed 6"on-Nnter at the panel edge If wall sheathing 11).All bathroom walls to have 112"thick moisture-resistant sheptrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"or-center a'the panel edgy'to obtain higher ceilings and over furnace to have 5/8"thick type-x shectrock.All other parts of building shear capacites,railing requirements for structural to have regular 1/2"sreetrock.All walls to be taped and finished, ELECTRICAL NOTES: members shiil be doubled,or alternate connectors, such as shearp!ates,shall be used to maintain load path. 12).All roof with a pitch less than 4:12 shall be installed w th an Ice$Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be a^plied with a Fiberglas base sheet with an EPDM 2).When wn'Ishenthing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underill memb"Abe tabulated number of nails shall be pernated to be reducedtol-16d nal per foot. 13).All s'il plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Caton Monoxide detectors throughout as per section 8317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code.