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HomeMy WebLinkAbout29547-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31701 Date: 07/21/06 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1470 PLATT RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 27 Block 1 Lot 10 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 27, 2003 pursuant to which Building Permit No. 29547-Z dated JULY 2, 2003 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 "AS BUILT" ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to AVIGDOR & RIVKA ORLIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 89572C 08/19/04 PLUMBERS CERTIFICATION DATED N/A thor'zed gignature Rev. 1/81 Dorm No.G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL i 'I 7 2�05 �. 765-1802 �- APPLICATION FOR CERTIFICATE OF OCCUPANCY "LO`'. DEPT.1 This application must e filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 forrn). 3. Approval of electrical installation from Board of Dire Underwriters. 4. Sworn staternei it from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible.for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate sury y of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, 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 Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Ce tificate of Occupancy-Residential $15.00, Commercial $15.00 Date. L;'VklG /7 zC7O� New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 7 PZ_,Z 7 `` eP_01�242 0PC House No. Street Hamlet Owner or Owners of Property: 1­9(//45�1Dl1Z 9fV�" A Suffolk County Tax Map No 1000, Section 2.7 Block Cam/ Lot /��✓" Subdivision Filed Map. Lot: Permit No. 2 Date of Permit. dZ i0 Applicant: WhAhK Health Dept. Approval: Underwriters Approval: Planning Board Approval: iV 1 / Request for: Temporary Certificate Final Certificate: +� (Applicant (check one) n Fee Submitted: Signature � .•?o f �7 CO 7-- 1 ��:�s:+.:i�� t=��,���4`.-�•f,•t ��s�+'�a°�33 r,ti� fbti .��..E ,, €;=�a�r�1 :"��.,a�S�•,. i:, r�r,��„°� ;,�"'a,.�� F .> —. f.,.•�� o o ro t .�•••.r,'�� � ...�. 4 ;r-�• + ,�� : -. v �•Lj •�� ;�5 2y.•;�. Ef-''ieti`'E° •'' C "+�,i > o O A Jo;.�0••bv••••''ri�i vO+' °.••,,,•i'•'d Ai•••••••.C,+��i.•.•i•�i••:•' dii�•.;.•.AO i❖:•�•iii+:•;•'o"Ae°•.od e'�'i".00iii i•:� Fii�•••��i°ii ti:•�C��i%'�`.+i i p.�r,N�r•'' ,.V•.•4v,. S°i•��, d1ePe0 �@fY ° °Pi`t 1 fi fS`0 �IfECfi h�e°eS`e`i 4�,°P/`i°i °00•`P, ♦fSS7tyI''a.f°PJ` •4,'Co',lh 0,°•` ��e°ie° CCe`� A, ,•• SA''•'' ��a Electrical Inspection Certificate . ' P✓s '%�i Issue Date Electrical Inspection Service, Inc. Application rt< - 8/20/2004 375 Dunton Avenue 89572C �•''� East Patchogue, New York 11772 = ti ti (631)286-6642 `'v Issued To: Mr Vigadon Orlin 'y = - Street: 1470 Platt Road �,�• �' '4l Village: Orient Zip: Town: Southold +� � ! £ Section: Block: Lot: Contractor: Lademann Electric Inc. Lic. # 4141-E s tib Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor X❑ Indoor ❑ Basement ❑ Hot Tub ':�� �_�_ X❑ Residential � Det. Garage ❑ Attic ❑ 2nd Floor � Outdoor � Addition Survey >: Switches Receptacles Fixtures GFI Heaters A/C Fans -± 8 18 10 5 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment t?� detached building y= ' "" 0/220V hot water heater 100amp sub panels Hugo S. rdi. ;;y President Rough Inspection: 07/01/2004 Inspector: John McMahon III =:a Final Inspection: 08/19/2004 Inspector: John McMahon III ••.• .h!?Y� __ •:ve loll�%- y ''• This certificate must not be altered in any manner. Inspectors may be identified by their credentials. - �1 1 N e v � "�+'.,� � or /r �N 1 Ifi 1{i7 '��;Al� a 1� /lei, ,nl ` ,aal � ►f 1�1{y1 r H 1 ,µe ,° N H N�+r". 1;{i� .� f,.yy���ll �1 f/ 4/ 1 �1 f1 1 1/'N f411 �,1/1/� 1 f/H 1/ f��;�:Nfl� 1 fe 1 1♦� /fN N1f � ti. 9 ••�• .'�f��YlyJ,e�.�OJ.4.1�`. °Ak+ 1°AY X IrfiO f'°Pff,°o �`dd•a� J�/1 ff,'' ,ff,•, '�LOM If leof s fel '�N,er � j*el,f°1f,�T�O�li°A°J� `i4b° ��`iN.°. w. •if,•' �'IieifOee �'`dd.°ieyl i°Aier�� •�ir,.•��'J,Y ij.�. 1A:•••:4e��.r`.• °i.G•-s,:❖:.••Jo.�4.G:• :•.°•!•�.•:o�.4•J•'�l• .•:I,.�,p.•�1�..•� ,•J,.�/r;N°..•�i,•,,�.�rr,•o.•�i• ,�:•r�•e p.•�p•°p.'.., • V•:G e,. p.N P1•.°i_SJ�!..JO.o.°°.••.O.o•:I,'I a a2 r.t E++5:?-r Ea.'Ci�Yr-'C3••,v��3 _':'3,•:i'•�:?�v' c�4''.v:.a•'-''.{� Sv�-�«:�f Ss�:C't3'.L:t�•y.,c'j" v��Ssv�'�r'•-sr'S-.+a_.+-'•T'{{-rJ _N.'�6a�'.? 'sue`'•<_;��' yr�"�:•' it�T:.� �i;:• 64w:�• 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. 29547 Z Date JULY 2 , 2003 Permission is hereby granted to: AVIGDOR & RIVKA ORLIN 108 EAST 1 ST STREET NEW YORK,NY 10009 for " AS BUILT ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1470 PLATT RD ORIENT County Tax Map No. 473889 Section 027 Block 0001 Lot No. 010 . 003 pursuant to application dated JUNE 27, 2003 and approved by the Building Inspector to expire on JANUARY 2, 2005 . Fee $ 300 . 00 (7 . Au orized Signature ORIGINAL Rev. 5/8/02 Frank W. Uellendahl Architect PO Box 316,Greenport,NY 11944, tel 631-477-8624, fax 631-471-2997 e-mail.4uellend@optonline.net July 17, 2006 Clients: Avigdor and Rivko Orlin 1470 Platt Rood Orient, NY 11957 BUILDING PERMIT#29547-Z Addition to the Orlin Residence—Main House FRAMING INSPECTION The framing and strapping details of the above referenced project were executed according to the construction documents—as per my inspection on June 21, 2004. INSULATION INSPECTION inspected the insulation during a site visit on July 7, 2004.The insulation in ceiling, walls and floor was installed properly according to the construction documents. hereby state that the information provided above is true to the best of my knowledge. . y.Ur"z i..rh r f1 i 6��p@� - - ank Uellendahl Ji � �FN } �;'I !`. .___ �� V �..I 1 - - j� � 1+ JUL 17 '' dL j �J Lni]. nrr'T. 2r.) ;OLD ^J 76!i-1802 BUILDING DEFT. INSPECTION [ XFNDATION TION 1ST [ R N PLBG. 2ND [ INSULATION NG [ 1 FINAL [ ] FIREPLACE & HIMNEY REMARKS• DATE ` �� �v INSPECTO FIELD LNSFECTION REPORT , DATECONIlViF2ITS FOUNDATION(1ST) S . FOUNDATION(2ND) !1 ' J y 'ROUGH FRAAUNG& PLUMBING y J- INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMiV1ENTS -5 ' z• , m P ..f TOWN OF SOUTHOLD PROPERTY RECORD CARD' c- , OWNER STREET VILLAGE DIST. SUB. LOT d Mai 5131, FO ER OWNER N T E {p 7ff 1 ACj/R�f. 81 S W TYPE OF BUILDING � RES. SEAS. VL. I FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ve zat' r to a �oo� 5500 moo �d �-r7_00l z000 - L ,470 i O ��a jQ / a a o oo Tillable n c FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot ` b �'� BULKHEAD Total E$g'���,�,�'an���" M iGY'M },"'f�`''2•r^''�''x t c x a'e� � �z�V�TP.�� t �h T,€ �t'i-+"ggx��h ,•�n3 �`e' ,,� 's� u�,' Rafg, � ",c ���S'S1'my v;� °� .�r��^ "�,, a4v ��•' R '�*,:����� �" 'i'G��it�� F �'�'l'� � $'+�.i�'x°,�-ta 'k 3 'fix+`, �"ix�,i4"�r�i �y y . Axi WO 'f5ar� �,�4•y.3's� kH'',7' .(+ h•si�. ^te �`,,,r�r .T�x�,�„'�M1t'`C�7.,��'z��,s'�i'�r�� 3i�r,. *r ��`'�r_7'�td✓�r��sa��'�5,f a��� r+,s��� �"�n��'kroa,,�,�s.7 e:}+,�t �"z�i�e "�+ �"� s �: '« Jogg 7 S. 27-1-10.3 10/01 Mf Bldg. X2 -7 tll� �� 5�SlO Foundatio, c Bath 21 z Extension Iip X Z4- 8q Basement kN Floors Extension Ext. Walls �<�m� �� �� Interior Finish Extension Fire Place ye6 Heat .jam Porch d� °o_ � ,S0 1�7 Pool Attic Patio IRooms 1st Floor 2� 1&�Q4 Breezeway 10 55 t Driveway Rooms 2nd Floor �Q Garage 0. B. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT N � Check 'Septic Form N.Y.S.D.E.C. Trustees Examined 7 Z ,20 Contact: Approved 120 Mail to: �RAN/C uEyG � Disapproved a/c ©BOA r 314 !"Rp %j��¢. Phone: 77194,2 Expiration ,20_Z Building Inspector APPLICATION FOR BUILDING PERMIT Date iV4 gi! , 200�3 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or dem ition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si nature of applicant or name,if a corporation) ,,/L),t- (Maili g address of applicant) State whether applicanifig=owrier; lessee, agent, arcTtect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ­6 I//4C-Z�L 7l (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 7'o BC 4 V',rp2,1L670 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /4;;;O .��,eD House Number Street Hamlet County Tax Map No. 1000 Section �7 Block JO 3 •Z;of;ic;r,� . Subdivision Filed Map No:"� (Name) _.. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .0 F5/'lJ�llJZ7 ( b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7 Ury Fee if 1��, (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. P P 7. Dimensions of existing structures, if any: Front .4$ Rear 44 Depth 49 Height C.9 24,c' Number of Stories 2 Dimensions of same structure with alterations or additions: Front $!� Rear 44 Depths'0 Height C�"q Number of Stories r f 8. Dimensions of entire new construction: Front � Rear � Depth Height G---, �G���F �?�� Number of Stories / 9. Size of lot: Front 1-:90.4"l- Rear 2 7!5: ¢7 Depth 4 10. Date of Purchase /15PIC9 Name of Former Owner 11. Zone or use district in which premises are situated "P" - /20 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO /OS E /sf ST 14. Names of Owner of premises A. OR-41A' Address.vYk_- /vo®9 Phone No. '9/7.204 060Z Name of Architect AddressA�7,6 314,A Phone No 631.477- Z* Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) t2dVV/C , being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 7�c—7 (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 the manner set forth in the application filed therewith. Sworn before me this ay of 20 otary Public Signature of Applicant LYNDA M.gOHN NOTARY No,0 j B0State oj 6020932 New York ie in Suffolk COU'nJY---, Tres March 8,20=—( Termerm Expires OtTiC,E ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE COMPLY WITH ALL CODES OF CODES OF NEW YORK STATE. NEW YORK STATE&-TOWN CODES AS NOTM AS REQUIRED AND CONDITIONS OF SOUTIW TOWN ZBA FEE BY: - SOUI FlOID TOYYN PLANNNG NOTIFY BUILDING DEPARTMENT AT SOUiHOLD TaMM TRUSTEES 7WIS02 S AM TO 4 PM FOR THE Kyl mc FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR 3. INSULATION 4. FINAL - CONSTRUCTION MIM USE IS UNLAWFUL BE COMPLETE Toms+A6i L MEET THE WITHOUT CERTIFICATE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS. FLOOD CERTIFICATION OF COMPLY WITH CHAPT R 74 NAILING & CONNECTIONS 6" REQUIRED. FLOdb DAMAGE PREVENTION SOUTHOLD TOWN CODE. UNDERWRITERS CERTIFICATE REQUIRED REScheck Package Generator Compliance Report Location: Suffolk, New York construction Type: Single Family Heating Type: Non-Electric Code: New York State Energy Conservation Code 0' HDp: 5750 Builder Name: T-COMPANY Date:07/02/2003 Builder Address: 39 St. Mark's Place, New York, NY 10003 Building Address: 1470 Platt Road,Orient, NY 11957 Submitted By: Frank W. Uellendahl, RA Phone Number:631.477.8624 PROPOSED REQUIRED Glazing Area 100 X 134 972 = 13.79% 13.8% Glazing Area Gross Wall Area Proposed Glazing Area Maximum Glazing Area R-Value Description Comments Proposed R-Value Minimum R-Value Ceiling R-32.0 R-32.0 Wall Cavity R-19.0 R-19.0 Wall Continuous R-0.0 R-0.0 Floor R-32.0 R-32.0 Basement R-19.0 R-19.0 U-Factor Description Comments Proposed U-Factor Maximum U-Factor Window U-0.45 U-0.45 Door Front door exempt U-0.35 U-0.35 State nt f ompliance:The proposed building design represented in these documents is consistent with the building plans, speci ti and other c Icula' ns submitted with the permit application.The proposed building has been designed to meet the requ-a of t e New to Energy with Code. ED,q L p� Buil a as[ ,V E41' /�r� pany Name Date 0211 �oFIN 1 r ep � e P ,•I i 3/2003 REScheck Package Generator Compliance Report Location:Suffolk, New York Construction Type:Single Family Heating Type: Non—Electric Code: New York State Energy Conservation Code HDD:5750 Builder Name: Peconic Painting Renovating Date: 10/18/2003 Builder Address: PO BOX 270,Grennport, NY 11944 Building Address: 1470.Platt Road,Orient, NY 11957 Submitted By: Frank Uellendahl, R.A. Phone Number:631.477.8624 PROPOSED Glazing Area 100 X 222 T 1010 = 21.98% 22.0% Glazing Area Gross Wall Area Proposed Glazing Area Maximum Glazing Area R-Value Description Comments Proposed R-Value Minimum R-Value Ceiling R-38 R-38.0 R-38.0 Wall Cavity R-21 R-21.0 R-21.0 Wall Continuous 0.0 R-0.0 R-0.0 Floor R-30 R-30.0 R-30.0 Crawl Space none Invalid Invalid, U-Factor Description Comments' Proposed U-Factor Maximum U-Factor Window 0.28 U-0.35 U-0.35 Door Front door exempt U-0.35 U-0.35 Statement of Comp/lance:The proposed building design represented in these documents is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the requirements of the New York State Energy Conservation Code. rEA�)Nk ZD 143 Builder/Designer Company Name Da 1 TF W ADDITION & RENOVATION OF THE U Z W En ORLIN RE 0 RESIDENCE ORIENT, NY W 0 Z 0 s ARCHITECT m o FRANK UELLENDAHL P.O.90X 316 GREENPORT, NY 11944 PH TEL 631-477 8624 FAX: 631-477 2997 cx OWNER Z RIM & AVIGDOR ORLIN 1470 PLATE ROAD 3 ORIENT, NY 11957 TEL: 917-204 0602 Lu l � R a.. d �ar T.T 1` //per""^v �'--•••rZ'"`Sht .. W aril -. 1 W 0 r cn c' a 5 cD In N ENCLOSURE OF' COVERED ENTRY AREA - REPLACEMENT WINDOWS o PROPOSED TRELLIS ON FRONT DECK ORLIN RESIDENCE - 1470 PLATT ROAD - ORIENT, NEW YORK DATE: 06/26/2003 a W SCAM NT5 BUILDING PERMIT APPLICATION � JUNE 26, 2003 TITLE SHEET 0 FRANK W. UELLENDAHI ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 g DWG. NAME A _ 0. g DWG. NO m ADDITION o & RENOVATION ' SUR.m, . OF-: PRX", OF THE ROAD. 14TD' N FPO 7. 'ORLIN TAX DEC t .. .:• :. ::::' RESIDENCE Mo N 2. ZOfQ'' :ORIENT NY NgV1]viOER f4.'20QD Rc ::'.= :Llc1(fN JANtJ11R}''•20 2DfJ:1 FO WD11F1UKE.;441(4 T{Q{Vi: c o f AREA = #'3r4Q37uj { o a / pcm O 4. cm ARCHITEC RED >°F � � �El��`tF D. �'�:•.' .•f �. FRANK UELIENDAHL W1NiF C bAAI'. f.TA l::LAiND TITt� tl�lStif A E';f�Alitt�h! cv P.O.BOX 316 AVIGDaR OP�LNt` GREENPORT, NY 11944 i21VKs4 QRLiN "' TEI.' 631-477 8624 00" FAX: 631-477 2997 N 5 .12.' E o 3 o OWNER p. F' O RNKA $ AVIGDOR ORUN N/.A OREKZ 1, ic1f.�' 460 296.30 1. asv �� :;io:frav�::x anliar'.' 1470 PLATE ROAD :. . - � Ateo�.�•�a,��c•,T.�� Y ORIENT, NY 11957 1:A.. v►. TEL, 99 1 7-204 0602 00 a LU M. - ✓] r . _.� .. .. o .. s cm 1 63 •�g '1'`Y C.f 05 t�yCEsrow o �} PST a• x. �ti,.k O 101 fowe y. LYE '• , R S' A O6 26 2D03 A i _ • ''; ,::• ;. L ; - =�: SCALE: 1° 60 Ssoloo �, SITE PLAN kq— p1�oN fs ] 7:Soso.. Fmc irk t7: N DWG. NAME ff As OF OBE i`1tJ:f4 D .' 'y1D: tr "m IQ — (04 x,}:.'_ ;: INfgD: '.7t71(ak, T i. PoIFFJYo�k Ytsat E!1e4d,'? *j ,:. r o DWG. NO BELOtN GRADE 2x2 LEDGER - CCA Ll �-- - --_- - -- ------ _ -- _--- _ _--- - -_- --- _ -- ---- ---- --, W ADDITION { ----------- -------------- ---------- -------- ---- -- --------- - - i o & RENOVATION r o } I f OF THE JACUZZI I � { { DRAIN s' `� z 1 I NOTE; 9 { I a iv ABOVETOILET J I Ip BASEMENT WIND I I WASTE too l IN ARE TO BE .SET f I i-4 PROVIDE PLUMBING x LINEABOVE o, iv m I I CCA BUCKS. N ORL IN { { LINES FOR FUTURE BASEMENT .� • PROVIDE AREA jN RESIDENCE I f = X' SAUNA. AND 4" P.C. SLAB j SHOWER n I I AS REQUIRED. jN { I — I I I VERIFY LOCATIONS DRAIN I I l I N N WITH OWNER. paBovE o N ORIENT NY FOR LI !gal ARCHITECT f BEAM POCKET r -I {- I— _ -I BEAM POCKET 1 FRANK UELLENDAHL I I P.O.BOX 316 n " " 4 t- aRDER " xDEt-7/8" tyL - GREENPORT, NY 11944 —O I ( 1— 4 x 1—�" I —.�..._ _ �-3.[4gx 1 —7 11� + I I_ ) 1 1'4A 7_16 I I I I / I TEL: 631-477 8624 4,1 ' L _ J L.._ _.J o FAX: 631-477 2997 __J L.___ _ o OWNER r T DIA STEEL COLUMN ON GDOR RUN I _RVKA nO N 1470 PLATE ROAD 3'-0" x 3'-O" x V-6 ORENT, 11957 CONC. FTG. (TYP.) � TEL 917-204 0602 I P a' N 10 # �± n r W pip' � N 8" P.C. FOUNDATION ON _--� F ,� ,�� � ! a, _+ a 16" x 8" CONC. FOOTING "b � l PROVIDE /8 OF � MIN. 3'-0" BELOW FINAL �I I • '� a too SF. s/a" x .j j 1 I FIRE-RATED GRADE I * I ; SHEETROCK N gj o, - - --ABOVE FURNACE. - ---_-- J I I -- ' PROVIDE ORFetEPLACPE°RT I - --_ --- -- --=----_ - ---- j y O L N f 1F i HEARTH AS REQUIRED. I { I VERIFY SPECIFICATIONS I ( o VATH OWNER. TOILET S/D 2x8 HOUSE SM. - CCA j I' I 2x2 LEDGER - CCA I I: WASTE- I I ( a . I � LINE I i L-- —————— ——— --- --puB6V� ----- ---------� I �Q I� E5 cm CLP —————— _----_- ---=- - - --) �V l ( — — — ( 2x8 HOUSE SM. - CCA -+� iu 2x2 LEDGER -•CCA I , 0 I- --1 _ (Z 2xto pRDLR _ ( )�aRD R-- J z A i U 24"'x aa?ILASTER Il 1 I r1 f - (CCA) -� (CCA) �J ! o 16 x S" CONC. FTG. ( `/ I I ` I ...•.- -. - -- -_ o (2} 206 GIROEft (CCA) PROVIDE (3) PS-REBAR cwIT' L t J L.-. J c, I 4 7,-2 1, f '-9 $1 I11-9 1' ( a DATE: 06/26/2003 ` TOP PIER IS TO BE 24" --I SCALE: 1 N = 1'-0' BE PARTIAL (2) UIO CMDER (CCA) (2) 2xto GIRDER (CCA) O (2) 2xlO GIRDER (CCA) —�tz7 2xto GIRDER (CCA) _ _ I 3 FOUNDATION PLAN _.• -. •_. .- J_ _ -- - Y (AS -BUILT) BUILT) LINE OF DECK ABOVE PROVIDE SUPPORT FOR STEPS AS REWIRED 4" x 4 CCA POST N- W....... N DWG. NAME ON CpNS'I�UGT101�1 ~_ I � 1'-0" DIA. x 3'-0" _p i � I_ p A 7'-6 SONA TUBE ®� DWG. NO 3045 3046 c�Iv ' \ 3032 2868 U40 3' SM 2868 U40 3032 2868 U40 3046 m ADDITION (2a >-3�4• x 9- 2• 3 . (2)'� 4, '�2" 3 Q c2� '� H ► R'/r o & RENOVATION LVL HEADER ' 16'-7' -10• '-11• 3 OF THE %cu e . o 0p ...,a ZU d :... � t Q y ORLINWO Ir Z ° �' a N� - co RESIDENCE a FAMILY Z DIN.IN R OM ► o R. x X� g�°� ORIENT, NY ® rn ;K N c -4rUco /y J K_ QH E N `; /0 ARCHITECT FRANK UELLENDAHL U40 C J P.O.BOX 316 -�1� LVL _ ({� L/4" x 11�/E{" LVL _ r7� c� -4- FLUSH HEADER -� GRTEL 631 47 11944 TEL 631-4n 6624 FAX: 631477 2997 TOILET 3 WASTE �� ti oa�O o OWNER LIME ' MASTER BEDROOM `� '� RNKA &AVIGDOR ORLIN "I-4a;Ti ABOVE �' aROAD 3 31 °D� ORIENT,, NNYTf 11995577 v>' DRAIN TEL 917-204 0602 ABOVE 3 ' = i `' o ul of a oNlrr Piac AIN 45.0000 „ C� o 2fH TO BE OUIL IN I x f1 Q "' 6ROiANCE WITH NYS LIVING Nc Roots x. « 13'-4- e. ° ' ` N VIDE OUtSIDE AIR KtAKE, , - \ 6VI HEAQM \ iF^r ALL DI►lENSIONS Nd0 ,i °. ------ _4na 3046 CRANCES . -____-- .. o a M M o 0 - M `` - ul w owER PPI To ..� ` 5 ' F/L (2) 1-,3/4•.x &-T/Y C (2) 1=3/4 x 9-t/2' ' HEADER3 z 3046 3046 -4V 3068 U40 I n TRANSOM 0 COVERED ENTRYv I N 6" x 6' CCA POST a co 2nx __ WRAP IN CEDAR o 7 • DATE: 06/26/2003 /2 CEDAR- DECKING 4 7,-� , FIRST FLOOR WINDOWS a W SCALE: 1/4' = 1'-0' ARE .TO BE SET -6 AT W-10 1/2" AFF PARTIAL 1ST FLOOR PLAN T F DECKING IS TO BE A PROVIDE SOLID BLOCKING o BENEATH ALL BEARING POINTS. N DWG. NAME MAXIMUM OF 160 ABOVE FINAL REFER TO MANUFACTURERS GRADE. SPECIFICATIONS FOR BLOCKING o A - 3 AT JOIST WEB, E DWG. NO SCREENED PORCHIni cm ADDITION W & RENOVATION - - - - -�- - -� OF THE I I I I o O I zU W U - - 1- - � M.BATH c/1 ORLIN O 1 RESIDENCE KI CH N 1 I LIVING ROOM 0 ORIENT, NY J — / MASTER BEDROOM ARCHITECT o FRANK UELLENDAHL STAIR DN = FLOOR OF EXTENSION P.O.BOX 315GREENPORT, NY 11944 OAK HARDWOOD FLOOR TO MATCH EXISTING w TEL:- 631-477 8624 — — — — — — — — — 3[,'SUBFLOOR, NAILED AND GLUED FAX: 631-477 2991 2 10'FLOOR JOISTS ® 16'O.C. R-21 INSULATION N 1/2'PLY AGO TREATED o o RIVKA& ANGDOR ORELIN EXISTING FOOTING: 1'-p'VA SONATUBE ON 2-0 X 2-0 X 1-0 CONC. FIGS 1470 PLATT ROAD 3 ORIENT, NY 11957 WALL OF EXTENSIOM TEL: 917-204 0602 tz _ ESN U �( (A DEN WD INDBORNE DEBRIS PROTECTION SCHEDULE STAIR UP 1 sj, z PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS ENTRY TUBE ENCL SED 1 '9 OF MIN 7/16 INCH WITH 2-1/2 6 WD SCREWS, PR INSTACC EXISTING q�OR UNIT & 1cl- SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER EXISTING 2ND FLOQ� BR WINDOWS THE GLAZED OPENINGS OF THE PROPOSED EXTENSION D BASEBOARDD HEATER Lu Lu - - C - Icl- I =� ENTRY (2)ffiIO OND WAM DEN- (3)SO I `� 1 -8 ell- - - - - 11 - - - - - I o o 1EXISTING DECK 3068 U40 TRANSOM PORCH EXTENSION 1 g 1 DATE: 05/26/2003 I SCALE: 1/4' = 1'-0" 1 =o PROPOSED I PARTIAL IIII IIII IIII IIII IIII I FIRST FLOOR IIII IIII IIII IIII IIII IIII ADJUSTED AREA CALCULATIONS g 1 ST FLOOR PLAN I1 I1 1,214 SO. FF. UVING SPACE DWG. NAME 1 ° 1111 1111 ° 1111 8'-6° I I 156 SO. FT. SCREENED PORCH is� A — 4 u 762 SQ. FT. OPEN DECK o g DWG. NO r ADDITION & RENOVATION 1. : -OF THE ZU W 1 . L_________________ ___ _ ________ _ _ _ ____ _____ _ __________ _ ____ ORLIN - _To13GR.C-FWvED iq RESIDENCE ._l • 15'-s ' is-g • ORIENT, NY U 5'-0" WALL HEIGHT 5'-0" WALL HEIGHT z ��, STORAGE qU co -6 3 °� I _ iu ARCHITECT �- FRANK UELLENDAHL O o P.O.BOX 316 ' ` --- W GR 631-NY 11944 ,_, + 5068 BYPASS .mot 9' .CEILING HEIGHT 3 .CEILING HEIGHT _ � 7 8624 --- -�- - _-- -- ---�- — ———— — ---- - - - 1 --- - - al — FAX: 631-477 2997 24" x 2 0 /p ;� iAocEss i /D s/Q I OWNER �' --= _ . HATCH I cf GUEST BEDROOM GUEST BEDROOM �,- RNKA AVIGDOR ORUN LV o • . o 1470 PLATE ROAD ��--, ,1..--J ao i - ao - { iO- I _ i 3 ORIENT, NY 11957 2668 a n I N O1; �^ TEL 917-204 0602 :k:� I e — - cPn =`yam -- ----------- - --- -- - - — s ►� J - -- --- - ------ — - -r- - ... /,�� ��t �� VENTING ICHr SIN 3j• r, Co 15'-8 3 - ---- E 5'-0" WALL HEIGHT - 5'-0" WALL HEIGHT 10j13- .FF —0 WALL HEIGHT3j' o c 1 _.8. 3'_1•� s 3 j. Z a r 'i - -------- ------ ----- ------ --- - - ---- EY dsTi W 6; ———————_ ————_ ——— SEE DF7AI L. A)-0 DATE: 06/26/2003 a W SCALE: 1Y = 1'-0' �Z I i 2ND FLOOR PLAN I I WINDBORNE DEBRIS PROTECTION SCHEDULE I I PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS N N DWG. NAME _ OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, -� SPACING: 16 INCHES, ARE TO BE PROVIDED TO COVER A _ 5 THE GLAZED OPENINGS OF THE PROPOSED EXTENSION DWG. NO ADDITION W o & RENOVATION OF THE - e ORLIN RESIDENCE ORIENT, NY C=XIsT� HEPADER m ARCHITECT FRANK LIELLENDAHL P.O.BOX 316 GREENPORT, W 11944 'L TEL 631-477 8624 :... FAX: 631-477 2997 :.•.' . :..::.•......:..:. := ...:.... o OWNER .... .. RNKA &-AMGDOR ORLIN . _... .... 3 ORIENT, W 1 R1957 - 602 .... m� 14 -- - - - - - - E q C, - t•l1•: �:•''1••L ��:1,:4�, .•;r��,.fir.�l:�.r.'••' /�.. w l7 DOSE :x:"..-s' fr r`• `h; CL. sa cm 0 c:3 N � O MD.F706ED1 a� s� DATE: 06/26/2003 C U Li Egi o SCALE: IN = 1'4' cn =o NZ 5E NORTH ELEVATION RIGHT ELEVATION g DWG. NAME A 2 DWG. NO ADDITION a & RENOVATION OF THE •r: _ :S: ... .. ..................... . .._.... _.-..•.^-................ ... ...,.. ..... tf:.... . _1::.... ORLIN :7 .... ..... .. ... ......... .. ... RESIDENCE ssrs:.r:_ :.. ,..;, ;A::f:r::rr::•:.:•;• ;rc • sfsl; ;::::.:.:...:.'' .: ... .. ... .. .. ......... .. ....._ .... .. ... .. . a .. .... W .. .... .... .. ... , .. . . K .:tr EN NY „.. . ... .... .... ...... ... . '. .........::::....::. . . _..... ................ .... .. .. .. .......... ........ .. .... �......{!.'{:•-r�:i"t C.ir... ...... ...... •I........ .......11 f>. tl.L!!L:l ....t....... t.......5.a..r..:1. .•{.:5.............�.L:..... :• _ �. N _ _ ............ ..... ....... .. ...... .... ... ... .. .......... .. ....... ..... .... .. .. Z ... ............. .. ... rllir.l:l7 t._ .. .. ir... .:f:7 f• 7..1 1 •:r.J: ....... ....... t•f:....•.•ftff! _..... ........ ... ... .... .. .. ..........._..... ... ......... ... .. .. .. 1 Z .................... __.... .................. ........ ..... .... ...... .. .. a.... �.. ..r.r .. .r.,..,'1'.......•t+.... ........L............}y,............♦iit Ltli... ........... .......:.5. ................_:1•.,,•..,:..a.. .:......._..... is..... ............ ... .. .... .... l: ARCHITECT .r . ............ . ........ . .................... _....... . ... .. .... ... •• ..... . ... . • .. . . . ... ,• .- FRANK UELIENDAHL ................ . . ..... . ......... .......... . ........ . ............ ... .. �:.. P.O.BOX 316 ..._.. .......... ............_.................................._..._.. .. . _ . . .::::::.......::::::: .................... . ........ . ......... ........... . ......... . ........... _ ._ . _ FAX. 631............... ....... .. .. . ::'::.:::: '...:::::: .. . ..... .. ....:.::::_..:. _:_:_:::::.::: :.:.:..._::_.:_:.::.::.:.::.. _... OWNER . ......... ......... .......... ................................ ..••:•r::_..._ .. ... .... .. .. :...... . ..__. ..__......_.... ...__. ... ---- .. . .... . . . . 0 ........:.......:.�.......�.:,..:5.:..•:-:,•:::•>tr:,:::-..f--•tr::,-r::frr:r.:::...:.:....._...,,.•.•, AD •...•...•.•.:-•:f,,:::•::• --+.:......._:,.....:. .::-:,�_,...,.:....:.:,...:....:-::.,-::....::- ....:... ... ..:.. - . . I< LIN �:,• _ NKA ....... .'. ORIFNi1470 P� 1957 _-..._____..._..._.._........_.. .._......... ........._.... ............... .._.__.... I .. x 5•. :.:;:; ..........'..'.... TEL 917-204 0602 p Acc .1 ]Jj- 0 cm 0 - a m 1p�1 g • - _ !L N c N C Z {O � O 1 DATE: 06/26/2003 o SCALE: 1/4L = 1'-0' m WEST ELEVATION N DWG. NAME FRONT ROAD SIDE ELEVATION A - 7 g M. NO gig 12 ADDITION RIDGE VENT 40 YR. ARCHITECTURAL GRADE ROOF SHINGLE o & RENOVATION 2x12 RIDGE 15#-FELT OF THE 1/2" CDX EXT, ROOF SHEATHING cz 2x10-16" oc RAFTERS (,) 3/8' BOLT zx y ORLIN S,R 2x8-16" oc � RESIDENCE 0 SE DROOM ORIENT, NY R-30 Lu INSULATION 0 1/2" SHEET ROCK 9 9 ARCHITECT 5/0" CDX SUB FLOOR FRANK UELLENDAHL _. _�. ... P.O.BOX 316 HURRICANE CLIPS R-19 INSULATION HU ICANE CL S CD (TYPICAL) (TYPI AL) TEL 631-47718624 g FAX: 631-477 2997 6" FASCIA GPI 25 x 11-7/e - 16" oc o OWNER - RNKA do AVIG LW ROAD = 1470 PLATT ROAD 12" VENTED SOFFIT RUN R-30 INSULATION +I (3) 1-3/4" x 11-7/8" LVL C2r- Hy� ORIENT, NY 11957 I FLUSH HEADER I �I Y TEL 917-204 0602 DOUBLE 2x4 PLATE 11 2x4-16" oc WALL STUDS 5 -400 7/16" OSB SHEATHING KITCHEN '� I ( PROVIDE FIRE BLOCKING...-._.. - 4*$,�Qi,�p�-j' AS REOUIREO BY NYS CODE - -"-- 15" FELT R-15 INSULATION II - RED CEDAR PERFECTIONS ;XPOSURE II 2x4 SHOE 5/8" CDX SUB FLOOR I I 5/4" x 6" STK , 0 I I CEDAR DECKING o - 16" oc ER MANUFACTURERS SPEC. 'GPI 25 x 9 1 2 16 oc _ _ i (4) 1-3/4" x 11-7/8 GIRDER (2) 2x10 CCA GIRDER t- R-19 INSULATION ON 5 A SILL 4"x4' CCA-POST E SHIELD - SILL SEAL 2x8 CGA HOUSE BEAM ON C CM 2x2 CCA LEDGER J 1'-O" DIA. SONATUBE`%:�:, m OR BOLTS MAX. .0-0" oc 3-1/2" DIA. STEEL COL. ON BASEMENT ON " " P. C. FOUNDATION WALL 3'-0"x 3'-0"x V-6` 2 -O x 2 - x 1FOOTINGG M CONC. FOOTING CONCRETEE N ! DAMP PROOFING (RAIN. 36' BELOW FINAL GRADE N o 4" PC SLAB BEAR ON UNDISTURBED SOIL;. 2x4 KEY WAY �& DATE 06/26/2003 x 8" CONCRETE FOOTING �� SCALE: 1/4' = 1'-0' D" BELOW FINAL GRADE. (TYP.) . CROSS SECTION �a N DWG. NAME A - 8 CROSS SECTION A $ DWG. NO EXISTING ADDITION MBR & RENOVATION NEW SLIDING DOOR 2X4 EXT. WALL - SIDING NOT SHOWN OF THE .................... ...... ......... ORLIN \ RESIDENCE EXISTING WALL BELOW \ - - ::::. .`.: :. :.::.: ......:::. ::_. .:: / / �0 = ORIENT, NY 1 0 LO - Z L dii - - / ARCHITECT AMINGLJ - a FRANK UELLENDAHL P.O.BOX 316 ' 77 GRNPORT NY 1194 Ca 6 -0 PLAN VIEW 631FE : -477 8624 4 FAX: 631-477 2997 _ o OWNER RIVKA&AAGDOR ORLIN 1470 PLATE ROAD 3 ORIENT, NY 11957 TIL 917-204 0602 RED ARC E BALCONY o r , ,z� ANODIZED ALUMINUM RAILS: 7 77 1-1/2' TOP RAIL Ca 3 -6 1-1/4' VERT. POST (4) 1/4" SS CABLE W/ SSI BOLTS METAL FLASHING AND SS TURN BUCKLES Z � MBR 2ND FLOOR LY cL- /2MEAMCBB 1EE ON TEATED OP OF 5/4" CEDAR DECKING itch to drain 3/4" CEDAR FASCIA BD 3 2 2X8 FRAMING Z \ ( ) HANGER s \ m :: ::::::>;2 _}?S:X`)1:7/$ 2z8 JOIST 16, 0. . - .- FASCIA BOARD TRIMWORK TO MATCH EXISTING M 2 DRAIN PIPES o 77 � N n N EXIST G FASCIA BOARD Z t0 = o (y J �U s 6 DATE: 06/2 /200 3 :.x:. - - C 34 0 .:: ��- 4, SALE. {iF::c: ira: .. E E Q Q N �Z �f ........................................................ -.aY... Y DETAIL o BALCONY M O ESTING XI O N W. NAME F- O y� _ 0 A 9 � SECTION0 ................ .................... .. ..- •.�::.:::.�:::::::::::::::::. �� DWG. NO �Joint Description Nail Sizes Nail Spacing W ROOF FRAMING DESIGN CRITERIA: ADDITION &o RENOVATION X Rafter to Top Plate ((Tae- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter GROUND SNOW LOAD - 45 PSF. OF THE Ceiling Joist to Top plate Toe-nailed n/ per joist LIVING AREAS - 40 PSF. L.L. Ceiling Joist to Parallel R ter (Face-nailed) n� each lap . WIND SPEED - 120 MPH Ceding Joist Laps ov r Partitions Face-nailed) n/a each lap SEISMIC DESIGN CATEGORY - 8 W Collar Tie to Rafter Face-nailed) n/a per tie WEATHERING - SEVERE Blocking to Rafter ( o -nailed) 2 - Sd each end FROST LINE DEPTH - 36° Rim Board to Rafter End-nailed) 2 - 16d each end TERMITE - MODERATE TO HEAVY N ORLIN WALL FRAMING DECAY — SLIGHT — ICE SHIELD UNDERLAYMENT REQUIRED — � � RESIDENCE Top Plate to Top Plate (Fiat —nailed) 2 16d per foot Top Plates at ntersection Face—nailed) 4 — 16d joints—path side DESIGN IN ACCORDANCE WITH AMERICAN FOREST Stud to Stud (Face—nailed 2 — 16d 24 o.c. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL Header to Header (Face—nailed) 16d 16 o.c. along edges FOR 1&2— FAMILY HOUSE ORIENT NY Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud PRESCRIPTIVE DESIGN METHOD. 2 — 16d per 2x6 stud 2 — 16d per 2x8 stud 0 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1.2 per foot z 0 FLOOR FRAMING m ARCHITECT AHL Joist to Sill To Plate or Girder Toe-nailed 4 - 8d per gist o FRANK UELLEND316 p ( ) P 1 � P.O.BOX 316 Brid9jing to foist (Toe-nailed) 2 - 8d each end a GREENPORT, NY 11944 Blocking to Joist (Toe-nailed 2 - 8d each end UJ TEL. 631-477 8624 Blacking to Sill or Tap Plate ( Toe-nailed) 3 - 16d each block FAX: 631-477 2997 Ledger Strip to Beam (Face-nailed) 3 - 16d each joist a Joist on Ledger to am (Toe-nailed) 3 - 8d per joist Band Joist to Joist(End-nailed) 3 - 16d per o1st o OWNER Band Joist to Sill or Top Plate (Toe-.noiled) 2 - 16d ' per Foot � RIVKA& AVIGDOR ORUN 1470 PLATT ROAD ROOF SHEATHING 3 ORIENT, NY 11957 Structural Panels 8d 4" o.c. perimeter zone TEL 917-204 0602 other 6 o.c. edges of panel, 12" o.c. interior t of panel E Diagonal„Board Shea(hing „ t x 6 or 1 x 8 2 - 8d per support 1° x 1 On or wider 3 - 8d per support - •+ CEILING SHEATHING Gypsum Wallboard 5d 7° edge / 10° field WALL SHEATHING 2 Structural Panels 8d 6" edge / 12" field . ES Fiberboard Panels ii 7 / 16" 6d 3" edge / 6" field I 25 / 32° 8d 3" edge / 6" field cl- Gypsum Wallboard 5d 7" edge / 10" field Z ardboard 8d 6° edge / 12" field CM Particleboard Panels 8d 6" edge / 12 field g Diagonal Board Sheathing 1" x 6" or i" x 8" 2 - 8d per support o 1" x 10" or wider 3 - 8d per support Y N ly N FLOOR SHEATHING 2-- a 0 Structural Panels -4 tN 1" or less 8d 6n edge / I?" field �o DATE: 06/26/2003 greater than 1 10d 6 edge / 6 field o W sCAE NTS Diagonal Board Sheathing 1," x 6"„or 1" x 8" 2 - 8d per support = 1 x 10 or wider 3 - 8d per support 3 Y Nailing Schedule 1„Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed Design Criteria 3 on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall �N W. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. NAILING SCHEDULE When wall sheathingQ is continuous over,connected members , the tabulated number of nails shalt be permitted to A — 10 be reduced to 1 - lzid nail per foot. TABLE 3.1 - WFCM o g DWG. NO GENERAL NOTES DESIGN CRITERIA: m LIVINGROOM EXTENSION OF THE OCT 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. - 1 CONSERVATION CODE, AND LOCAL AUTHORITIES. --_;r WIND SPEED - 120 MPH - _-__ 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH W ORLIN LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATEE T TO HEAVY O DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES RESIDENCE STAIR AND EXCEPT AS POSTS DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ORIENT, NY 5. BID NBG�TO BE S. PPROVIDED ROVID NG NOT O0 EXCEJOISTS D I8 0 FIND FOR 1&2- FAMILY HOUSE o ENGINEERED DESIGN METHOD. T . Z 6. ALL DIMENSIONS AND G A E CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO START OF m ARCHITECT CONSTRUCTION AND ORDERN OF MATERIALS. THIS WINDBORNE o FRANK UELLENDAHL FOUNDATION HAS BEEN DSIGNED FOR A SOIL DEBRIS PROTECTION SCHEDULE )) P.O.BOX 316 BEARING CAPACITY OF TWO 2 TSF AND GRADES � GREENPORT, NY 11944 LESS THAN 5%. CONTRACT R SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH PE TEL: 631-477 8624 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS FAX: 631-477 2997 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, OWNER 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION RIVKA& AVIGDOR ORLIN a 1470 PLATT ROAD BY TRIPLE UPRIGHTS. ALL HEADERS TO BE Ll Eli 3 ORIENT, NY 18171 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. Y TEL: 917-254 171 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS o 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS I I II I I n W AND DECKS ETC.. I I I I j—!!———- LJ o 10. DO NOT SCALE DRAWINGS. I I II I I W 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ——-- JL- ENGINEER ARE NOT RESPONSIBLE FOR THE N INSPECTION SUPERVISION OR ADMINISTRATION OF W THIS CONSTRUCTION PRbJECT. FEDERAL STATE o AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE EXISTING STRUCTURE PROPOSED ADDMON SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. a 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE LiJ CONSTRUED AS A CONTRACT BETWEEN BUILDER AND z OWNER. cm 13. THIS STRUCTURE HAS BEEN DESIGNED IN o ACCORDANCE WITH THE NEW YORK STATE ENERGY , CONSERVATION CODE. DEMOLITION OF SCREENED PORCH AND DECK 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL o 0 CHANGES PRIOR TO AND DURING CONSTRUCTION. SCREENED PORCH TO BE REPLACED BY LIVING ROOM EXTENSION o 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE WITH NEW FOUNDATION AND NEW DECK WITH TRELLIS DESIGNED AND SPECIFIED BY OTHERS. DATE: 10/20/2003 o W SCALE: 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER o TITLE SHEET AND OWNER. BUILDING PERMIT AMENDMENT Y DESIGN CRITERIA 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS GENERAL NOTES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. OCTOBER 20, 2003 N DWG. NAME A - 0 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 a DWG. No m ADDITION & RENOVATION r N R sURvkY. ": ? OF THE s� OVI N: ELF'< t '.- T: Sic 'TAX, ORLIN "A . ........... ­ 7 RESIDENCE DECEIi{BEiR'13FSI?:'EiEl .fi W 9. W. t: QruF4 EE M 2. 2f U ORIENT, NY NQ148R',t4 2 c L6EJ�ta ; JANvmzr 20 'ZRQ1 :FOk1ND1!1`iKa[t MEA f:• - .. O ARCHITECT N1 0/FRS PO ,.: ,�:': ` FRANK UEt1ENDAHL (A c o kF 4)40 TtT [ st3f I1►F[ :;a lit!! P.o.eoz 316 IfY1 QR OR iW'tr:tORT, W-11944 REENP RF 411� TEL• 631 . FAX: 631477 2997 N 53.:�z.00 E o OWNER aa� r+ g = RIVKA& AVIGDOR ORLIN 0 Z fl[4 , ' ..�- . • ;t 1. EtFYAT�O ARFFpE ;:p.►k.6.Y�D�'..t • 30 ��,•: 1470 P LATT ROAD �1719 N20 296• :. l� 2 ►a a- -at 3 ORIENT, W 11957 )rlk :•: v► TEL 917-204 0602 SC.D.H:S.IEFFREIlCE. f o, LW in yj fix•- _...'- y 1. >. . o T , �Q�a�Nc y_ 5 s34.2g' O Qom,►! - '' � 1 � m 'FgcqEr!i4°a :i a 1fS�'13c-Aib•r.49B o rioa� - 11s. - rdsr . -, o - 10 20 20-RL � DATE: / / 03 . = � . _ 4 - 'AMWK SCALE: 1 - 60' d10 aow 5 V:1 ��moN SURVEY TRW'lkwvld�" }M=ono- Fuz t p7: nicr.' ► e..teHoer PHt1M ..(6 C3. ? .;. N DWG. NAME OC 2aRE IIDT. t®• Mef�Yp93t' •. I QWG. NO } ADDITION ZONING CALCULATIONS o & RENOVATION LOT AREA = ca.134,203 SF OF THE EXIST'G BLDG. COVERAGE = ca. 2,132 SF ADDED BLDG. COVERAGE = ca. 1,316 SF TOTAL BLDG. COVERAGE = ca. 3,448 SF W ALLOWABLE BLDG. COVERAGE W R-200: 5% OF LOT AREA = ca. 6,710 SF N 0RL'N \ PROPOSED CONSTRUCTION RESIDENCE SURVEY BY JOSEPH 0\`'.• DATED: 01/20/2001 A. INGEGNO � ORIENT, NY �� W Q�� m ARCHITECT WELL o FRANK UELLENDAHL P.O.BOX 316 944 �'•. spy � GREENPORT, NY 11944 : 631-477 FAX 2997 g FAX: 631-477 2997 O ` � OWNER O \ o� z RIVKA& AVIGDOR ORUN O 1470 PLATT ROAD ORIENT, NY 11957 O \ Y 602 E Aqc � O o o �O DECK W O ; � O O O EXISTING 2 O W � O STRUCTURE � o o � z � O 0 OO \ DECK ? 5�... .. IN O O O PROPOSED W N O ORCHARD ADDITION � a OO 15' 30' 60' �o O DATE. 10/20/2-0" O FUTURE SITE o W SCALE: 1/32° = 1'-0" OSITEPLAN .� OF POOLo Y a SITE PLAN _ _ _ _ W SCTM# 1000 27 01 10.3 M. NAME TOWN OF SOUTHOLD N PROPOSED '" A 1 SUFFOLK COUNTY, NEW YORK DWG s o . NO BARN U m PROPOSED ACCESSORY Cl BUILDING J & LIUINGROOM EXTENSION El OF THE U 29'-0' J' cn ORLIN RESIDENCE BUNG DECK ORIENT, NY SCREENED PORCH o J m ARCHITECT IN 4 FRANK UELLENDAHL P.O.8OX 316 GREENPORT, NY 11944 TEL: 631-477 8624 i FAX: 631-477 2997 o M.BATH � OWNER z RNKA & AVIGDOR ORLIN 1470 PLATT ROAD 3 ORIENT, NY 11957 i TEL- 917-254 8171 LIVING ROOM SMR MASTER BEDROOM RE P� DEN p SUR tp I z O PR ENTRY a W J F-- d Z d m DUNG DECK U M O 0 N O O CV � O ,�. DATE: 10/20/2003 SCALE: 1/8" = 1'-0° EXISTING 1ST FLOOR PLAN DWG. NAME A a DWG. NO PROPOSED LEGEND ACCESSORY CBUILDING EXT'G WALL & LIVINGROOM NEW WALL FTG 9 EXTENSION ` I I EXISTING z OF THE BASEMENT 9MM REMOVED FTG I I I I 4" P.C. SLAB N ORLIN RESIDENCE I I PREPARE 16"X 24°OPENING I FOR ACCESS TO CRAWL SPACE I U I I I AND OTILATION I I ORIENT, NY EXACT LOCATION TO BE I I o l l DETERMINED IN THE FIELD IL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 7'-t° 6' ARCHITECT L21- _�(2�.2xta aROER o FRANK UELLENDAHL — — — — 11204e — — — — — — — — — — — — — — — — — — — — — — — EXlsnwc j I I AQC P.o.BOX 316 2X10 HOUSE BEAN-AQC I BE EXTG PIER o ; I I w GRTENPOR1, NY 18624 i I I BELOW GRADE M I � � TEL• 631-477 8624 VENT I FAX: 631-477 2997 I I I I OWNER RIVKA & AVIGDOR ORLIN 8° POURED CONC. I - PROPOSED o I x a= I 1470 PLATi ROAD I xFOUNDATION WALLNEW CRAWL SPACE I I ORIENT, NY 11957 -TEL 2° RAT SLAB oI 48171 �E A t�-3 Y° o I ;, i � � o \ FLED C in ABOVERECESSED HEATER ABOVE RECESSED HEATER 0 EXT'G FIG EXT'G FTG I I REMOVE EXT'G FTC. EXPG FTG—I EX('G FTG -4 REMOVE EXf G FTG. I 1;' I � � I � —_,+ _�.__•_EXTC(2�2zt0 GIRDER. �. +__... qG�,2z10 GIRDER. , . 1 I I I PRUDE SUPPORT FOR I I i I _•_(�.2z10 aRDER._ L�� Aoc ��J nac I L L_OJ STOVE AS REWIRED LOJ I I �I i I noc I ' li it I ! I VENT .' �- - - - - - - - - - - - - � - - - - - - - - - - - - IsLi 2X10 HOUSE BEAM -AQC I = z ® 2X2 LEDGER-AT o o o M (a--- -•--.--.�2L2z10 GIRDER .__.-_•-- ... ... __(12x10 q_RDER......... --•--.-�2L2x10 GIRDER _•_-•_-. ' --.--.-f2l2x10 gi�ER,__•_-__- ' -.--•_-.(�2x10 GIRDER-.- -- -- -- - I N - -- - AOC rn L ' - - - - AQC- - - - - - - - - -A� — — — — - - - - - - AQC o 8'-6 1/2° 8'-6 1/2" 8'-5° 8'-5" 8'-5° 8'-5° 17' �N' DATE: 10/20/2003 1-�° SCALE: 1/4" = 1'-0° NEW DECK FOUNDATION NEW FOUNDATION CRAWL SPACE (2) 2X10 AOC GIRDER o FOUNDATION NN 3/4°SUBFLOOR, NAILED AND GLUED 4 0 4°X8°AQC POST 9-1/2 PRO 130 FLOOR JOISTS ® 16"O.C. Y PLAN ON 1'-O" DIA. SONATUBE R-30 INSULATION (MIN. 36° BELOW FINAL GRADE, 2"X6° AQC SILL 2°CONCRETE DUST COAT N� DWG. NAME BEAR ON UNDISTURBED SOIL) 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL A - 3 1'-4" X 8" POURED CONC. FOOTING W/KEYWAY o SILL o DWG. No TERMITE E SHIELD c PROPOSED 8'-0" 3 1 2° 11'-5 1/2° 3 1 2' 15'-8" 3 1 2" 14' 0' 1,15, 4' 9° uj ACCESSORY 3046 3032 3032 o BUILDING 8" O O & LIVINGROOM PS 8080 R o EXTENSION OF THE 4-0 E ISTIN I I I 1 1 I / IN-FLOOR a,XBe EXISTING I I K TC EN I M I PASS—THRU efiu"RED aLu. ORLIN DEN , _ RESIDENCE 168 NET SF , F T I / � - � L� 7'-0° ORIENT, NY SURFACE MOUNTED I , _1 SURFACE MOUNTED \ / a o CEILING FIXTURE _ CEILING FIXTURE J (EXISTING) I i 6 1 — — SURFACE MOUNTED o / CEILING FIXTURE ARCHITECT REF. EXISTING PROPOSED o FRANK UELLENDAHL D D _ DINING ,ROOM � LR EXTENSION JJJJJJJJJJJJJJJJJJ = P.O.BOX 316 JJJJJJJJJJJJJJJJJJJ " GREENPORT, NY 11944 JJJJJJJJ JJJJJJJJJJJ �' ^, oW zJJJJJJJJJJJJJJ.JJ,JJJJ W IWI 408 NET SF Q 345 NET SF ._JJJJJJJJJ�yyyJ�.!' 'J(�JJ TEL: 631-477 8624 _I 4] JJJJJJJJJJJ��' IIJJ CLG. HGT: 9'-0" CLG. HGT: 9'-0" :AJJJJJJJ VJJ FAX: 631-477 2997 M C14 JJJJJJJ fJ] JJJ \ O] 4 _I CV = �'JJJJJJJ ilJJI I()JJ _1 � C/1 vJJJJJJJ l ♦L' YJJ �JJJJJJJJ� (JJJ '� J HARD WD FLOOR j I' N OWNER JJJJJ JJJJ3. �IJJ ['V O �'JJJJJJJJJJ��._.-JJJJ JJJJJJJJJJJJJJJJJJJ .JJJJJJJJJJJJJJJJJJJ RIUKA& AVIGDOR ORLIN JJJJJJJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJJJ "' 1470 PLATT ROAD UT WOOD BURNING 3 ORIENLI 1.1957 M / STOVE — — — — Y STOVE SCAN 5-2 CL N ( ti ( 7 �5 .UE(ZRA' =7 =1 EXISTING �, MOM KAM PR `EXISTING/ REL�OCA o a i - r L <� II co 9'-111 2 ENTRY II 113 NET SF ' a II � z o II � NEW M. 8" DIA. POST GRILLE ze PS 8080 L co is CLOSET CLOSET EXISTING MISTING J "' � o cD HATH DECK TO BE EXTENDED o DATE: 10/20/2003 cL- ELECTRICAL LEGEND LEGEND SCALE: 1/4" = 1'-0" FIRST FLOOR FIRST FLOOR PROPOSED 4) DUPLEX RECEPTACLE OUTLET A TELEPHONE EXISTING AREA CALCULATIONS ADJUSTED AREA CALCULATIONS owp WATER PROOF RECEPTACLE OUTLET ® TELEVISION Y M FLOOR PLAN LIVING SPACE: 1,214 SO, FT. LIVING SPACE: 1,587 SO. FT. HIGH HAT FIXTURE S D SMOKE DETECTOR SCREENED PORCH: 156 SO. SF. NO SCREENED PORCH o SURFACE MOUNTED FLORESCENT FIXTURE co CO-2 DETECTOR EXT G WALL OPEN DECK: 762 SO. FT. OPEN DECK: 961 SO. FT. o DWG. NAME SURFACE MOUNTED CEILING FIXTURE SURFACE MOUNTED CEILING FAN NEW WALL NO ACCESSORY BLDG ACCESSORY BLDG: 900 SO. FT. SURFACE MOUNTED WALL FIXTURE = UNDER CABINET INCONDESCENT FlXT. LOT COVERAGE: 2,132 SO. FT. LOT COVERAGE: 3,448 SO. FT. r o A - SWITCH =T SURFACE MOUNTED LIGHTING TRACK REMOVED WALL o DWG. NO $D DIMMER SWITCH SURFACE MOUNTED FLOOD LIGHT CM 9 PROPOSED ROOF � ACCESSORY 40 YR ARCHITECTURAL GRADE ROOF SHINGLE TO MATCH EXT'G o FOLLOW MANUFACTORER'S GUIDELINE FOR INSTALLATION: J BUILDING IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D 15 LEIS FELT & LIVINGROOM 5/8°°CDX EXTERIOR ROOF SHEATHING 2 XS ROOF RAFTERS @ 16" D.C. EXTENSION R-38 INSULATION ON 2X8 CEILING JOISTS ® 16° O.C. o OF THE 1/2°GYPSUM BOARD Z 1—0"VENTED OVERHANG MATCH EXIST'G.VENTED SOFFIT, FACIA BD & GUTTERS Z WALL 2"X6° STUD ® 16° O.C. N 5/8°CDX PLYWOOD ORLIN HOUSE WRAP 182�INSULATION CEDAR PERFECTIONS W/ 6' EXPOSURE RESIDENCE 12 1/2°GYPSUM BOARD ORIENT, NY 3 � 10'-0° � z EXT'G 2X10 RAFTE 119'_ ° I g ARCHITECT o FRANK UELLENDAHL fR Spy i4'_9° N P.O.BOX 316 ?X8 RRGREENPORT, NY 11944 16"O.C. FACTORY—BUILT TEL: 631-477 8624 EXISTING xNEEwA11 STAINLESS STEEL FAX: 631-477 2997 ATTIC 1R4 STUDS®1C O.C. CHIMNEY OWNER ORLIN GPI 25 X 11-7/8" @ 16" O.C. 2X8 C.J. (� 16 O.C. RIVKA I AVIGDLOTT ROAD 3 7 II _ (3) 1-3/4° X 11-7/8° LVL (3) 1-3/4" X 11-7/8" LVL (2) 2X10 HEADER .� I I FLUSH HEADER FFLUSH HEADER ��.UEQ2�y II I I NEW 8" DIA. POST 1 7� WOOD BURNING 0 STOVE N EXISII I o TING LIVING ROOM KITCHEN PROVIDE SOLID BLOCKING PROPOSED / W UNDER POST LR EXTENSION i i CEXDAR 6" STK DECKING GPI 25 X 9-1/2" @ 16" O.C. F.J: 9-1/2° PRO 130 @ 16" O.C. — — — — PROVIDE-90S — (4) 1-3/4" X 11-7/8" GIRDER TO EXT'G BASEMENT NEW VENTED o m FOUNDATION DAMPPROOFING a FOUNDATION DRAINAGE ' CRAWL SPACE C� Existing Foundation Wall C�o In, perforated pipe around entire concrete FOUNDATION/CRAWL SPACE DECK FOUNDATION CD shall be dampproofed from the top of the foundation, water to be dischargged by gravity o fool: gg to the finish grade as follows: into new DRY WELLS to be locoted one each at HW FLOOR TO MATCH EXISTING (2) 2X10 AOC GIRDER — I. portlond cement parching with a the north and south side of the house. 3/4" SUBFLOOR, NAILED AND GLUED I ON 4"X8° AQC POST o DATE: 10/20/2003 — bituminous coating 9-1 2" PRO 130 FLOOR JOISTS 0 16" O.C. ON 1'-0" DIA. SONATUBE EXISTING Perforated �i�ppe to be installed on 2 inches / 8° Existing Foundation Wall WASHED GRAVEL and covered with not less R-30 INSULATION I Z W SCALE: 1/4° = 1'-0° shall be dampproofed from the tapof the footing BASEMENT than 6 inches of the same same material 2°X6°AQC SILL 2" CONCRETE DUST COAT =o . ,NEW DRAIN PIPE 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL I (MIN 36° BELOW ANAL GRADE 3¢ CROSS SECTION ' SILL SEAL° POURED CONC. FOOTING W/ KEYWAY I BEAR ON UNDISTURBED SOIL) TERMITE SHIELD i o DWG. NAME N H EXISTING STRUCTURE I PROPOSED ADDITION I SECTION A-A o A - 5 o�2 DWG. NO I ®� PROPOSED ACCESSORY BUILDING \� & LIVINGROOM ` . o EXTENSION ` ICE SHIELD UNDERLAYMENT OF THE REQUIRED - 24" FROM EDGE HURRICANE CLIP TYPICAL. (ALTERATE CLIP SMPALTERNATE RICANEON CLIP USE ITION OF H3 SHOWN) ORLIN RESIDENCE I — — c" ORIENT NY Z SIMPSON H2 HURRICANE -// -HEADER CLIP NAILED. FROM PROVIDE 8d COMMON o RAFTER TO STUD. - NAILS @ 4" O.C. AT ARCHITECT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5 - 8d NAILS EACH END SHEATHING. o FRANK UELLENDAHL = P.0.90X 316 APA RATED PLYWOOD TO it GR TELL: 31E 631ORT NY 1-477 8624 � T4 EXTEND TO TOP OF TOP Q FAX: 631-477 2997 PLATE. 0 OWNER RIVKA & AVIGDOR ORLIN 1470 PLATT ROAD 0 IENLAY:1.1957 R.O. FOR SLIDER SHEAR WALL � w'UE44 /J WITH DBL. CORNER POST (3) SIMPSON LTP4 O �� PER DOOR OPENING CONNECTING SILL PLATE C= -1 - -TO RIM BID i l0%--1 1/4" WIDE - 20 GAGES l 1 s� METAL STRAP @48" OC. MAXIMUM. 2 ,9 • 0 1 w SILL PLATE 0 TOP OF FOUNDATION � W WRAP + NAIL STRAP 4 - Sd NAILS f i ( 4 - 4dNAILS ) 1 3 i AROUND SILL PLATE 1 f 5 AT ANCHOR BOLT I 1 1/4" WIDE - 20 GAGE F METAL STRAP 0 48" OC. SUBFLOOR { o NAIL SHEATHING TO SILL PLATE -Rim HIM HOARIJ jwl 8d NAILS @ 4" O.C.2 5 REBARS( ) # 2 x 6 SILL PLATEi,:•.^%rACO TREATED. A:-�.3,,:.Slyt 10 205/8" ANCHOR BOLTS 48OC { DATE: �2003 r ► ;.,,g : ;ti ) ; . ;4?�. -t :. �7♦.ti�.o- ; t ��.,�+7,. . . ,. Sa`•'_ t '",',! f• ? c r '- :` `'�` - ;r;�..•�3,• c;. {�. 1 ,;fit r..•�. SCALE: NIS SEE FOUNDATION DWG. FENDER WASHER. •;; tr -•t �3�; r^i�i;; n••;r... ;. FOR DESI GN. N. ,?:�a••�'' ,3.:,•�`i '•' :t�:%:,•`;`;l+iyf� ;�i�'�i,'s ri�4� p .l,:ivq' 1 a�,y'§ti"yw i� �h L��!ai�j Cir: �d G �r.:`� k . ;�-; .-��:z..;..�+,.,> .�,.. ;�_r_ ..<-::�,•� y =' �.r`; •« ' � CRITICAL PATH :L:':rt.. t1{,:+ :>'`i -1 .:,: .:-.'�:li:i�,..."lY4':•:'•riti S:'�`':!':t y`if-;su•�ii'•i3 :�i ram;^. •a:. Y FRAMING DETAIL SECTION ELEVATION N W. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH A - 6 W. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM w PROPOSED PE ACCESSORY Joint Description Nail Sizes Nail Spacing o BUILDING ROOF FRAMING & LIVINGROOM 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED X Rafter to Top Plate Toe— oiled) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter o EXTENSION DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR Ceiling Joist to Top late Toe—nailed n/a per joist BETTER. Ceiling Joist to Parallel Rater (Fa e—nailed, n/a each lap w OF THE Ceiling Joist Laps ov r Partitions Face—nailed) n/a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8° Collar Tie to Rafter Face-named) n/o per tie N / Blocking Rafter (a —nailed 2 — Sd each end MIN. THICKNESS OR AS NOTED. N Rim Boardd to Rafter End—Hai ed) 2 — 16d each end � 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, WALL FRAMING ORLIN EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plates at ntersections Face—nailed) 4 — 16d joints—gach side W Stud to Stud Face—nailed) 2 — 16d 24' O.C. n 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Header to Header (Face—nailed) 16d 16 o.c. along edges 0 R I EI VT, IVY WITH DOUBLE UPRIGHTS, 9—0' AND OVER WITH Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud W TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 2 — 16d per 2x6 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x8 stud 0 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d per foot ARCHITECT cc AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED I FRANK UELLENDAHL 9 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR FLOOR FRAMING P.O.BOX 316 CIRCULATION IN ROOFS. GREENPORT, NY 11944 Joist to Sill , Top Plate or ider (Toe—nailed) 4 — 8d per joist � TEL: 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Budging to Joist Toe—nailed 2 — 8d each end a FAX: 631-477 2997 stairs etc. ) OR AS NOTED ON DRAWINGS. Blocking to Joist 4Toe—Haile 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block OWNER 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Ledger Strip to Beam (Face—nailed) 3 — 16d each joist PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to earn (Toe—nailed) 3 — 8d per joist RIVKA& AVIGDOR ORLIN Band Joist to Joist End—nailed) 3 — 16d per Joist 1470 PLATi ROAD Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot 8 CONNECTIONSALL FLUSH WOOD SHALL WIITTH RATED GALVANIZED METAL CONNECTORS BY BY ROOF SHEATHING "TECO° OR APPROVED EQUAL. �5�W UEQF Structural Panels 8d 4" o.c.,perimeter zone N. other 6 o.c. edges of 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12 o.c. interior of panel BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Diagonal Board, Sheathing " 1' SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. 1„ x 6 „or 1 x 8 2 — 8d per support !� ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 x 10 or wider 3 — 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. Gypsum Wallboard 5d 7" edge / 10" field o INTERMEDIATE. a Z WALL SHEATHING o 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING W AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field a Fiberboard Panels ~- 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16" 6d 3" edge / 6" field AND STUD WITH GALVANIZED HURRICANE TYPE 25 / 32" 8d 3" edge / 6" field z CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR S TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Gypsum Wallboard 5d 7" edge / 10" field a CLIPS AT ALL PERIMETER JOIST TO GIRDER Hardboard 8d 6" edge / 12;', field CONNECTIONS. Particleboard Panels 8d 6" edge / 12 field Diagonal Board Sheathing CD 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA 1; x 6"°or 1° x 8" 2 — 8d per support o PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1 x 10 or wider 3 — 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR SHEATHING e AS PER MANUFACTURERS RECOMMENDATIONS. WEB o DATE: 10/20/2003 STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels W SCALE: BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 1" or less 8d 6" edge / 1?" field LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than 1" lOd 6° edge / 6 field PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Diagonal Board Sheathing 3 COMPONENTS SHALL BE AS PER MANUFACTURERS 1" x 6"°or 1" x 8" 2 — 8d per support Y FRAMING NOTES RECOMMENDATIONS. 1 x 10 or wider 3 — 8d per support Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathin, is nailed o DWG. NAME GALVANIZED MACHINE BOLTS @ 12" O.C.. 3" on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A _ be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. g When wall sheathingcL is continuous over connected members , the tabulated number of nails shalt be permitted to g DWG. NO be reduced to 1 — t6d nail per foot. m PROPOSED ACCESSORY BUILDING & LIVINGROOM w EXTENSION w OF THE U N N ORLIN RESIDENCE ORIENT, NY 0 J O 9 ARCHITECT m FRANK UELLENDAHL = P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 a FAX: 631-477 2997 OWNER RIVKA do AVIGDOR ORLIN 1470 PLATT ROAD Y �I - - - - �5�w.utQ iiiiii I I IL ll Mill IIII III N f' Lill cl- IN 11111 IIIL IL Z U I W H O Z N O J� ti 3 W C) � Z 2 U m O II I I I I II o N I I II I I I I II I I II I I DATE: 10/20/2003 W SCALE: 1/4" = IA' Ili i i i en I EXISTING STRUCTURE PROPOSED ADDITION Ne WEST ELEVATION — - - - - - - - - - - - - - - - - - - - M. NAME __________� — -r — _ A - 8 WEST ELEVATION � M. NO m PROPOSED ACCESSORY BUILDING & LIVINGROOM EXTENSION z OF THE U N (/9 ORLIN RESIDENCE ORIENT, NY Z 0 J O m ARCHITECT o FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 a FAX: 631-477 2997 0 OWNER RIVKA& AVIGDOR ORLIN cd 1470 PLATT ROAD 3 ORI 1957 � •<<G �5A C �5 UU4 a 1111 11 Ill Hill . W w 0 o Z cm N cm Or d Or J d � Z 2 C1 d m O V W O W N W N Z O II II II I I I I WINDBORNE DEBRIS PROTECTION SCHEDULE I I R DATE: 10/20/2003 PRECUT WOOD STRUCTURAL PANELS WITH ATHICKNESS = o w SCALE: 1/4' = 1'-O" I OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, I QE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER I o THE GLAZED OPENINGS OF THE PROPOSED EXTENSION I I I 3 I I I IiI II �? SOUTH ELEVATION EXISTING STRUCTURE PROPOSED SOUH ELEVATION N�g DWG. NAME - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = i„�, 9 g ci� DWG. NO BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: -7 /) /03 APPLICANT: ems. , �a1CL�0 DATE SUBMITTED: 6 2:;/03 SCTM#DISTRICT: 1,000, SECTION: 2-4 , BLOCK: I , LOT: ►o-3 SUBDIVISION: Al ik ADDRESS: 1&j-+U 1��� e�� CITY: ZONING DISTRICT: F 120 CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR� BP%�� j`� -Z/C/0 Z- \pQ-;; , INFO /BPS-Z/C/0 Z- 4 S 2, INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED ND NOTES: GREEMEMEMUM LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/82 REQ. LOT SIZE: '20,0c-_0 ACT. LOT SIZE: 4 REQ. LOT COV. ACT. LOT COV. REQ. FRONT Go PROP. FRONT REQ SIDE �?® 6 ACT. SIDE ig, REQ. REAR 9-T PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT er PROJECT DESCRIPTION:1AB gOtLC I oft-k-�_q_km kL_% ESTIMATED PROJECT COST: T/ENGINEER: �� y.r_O&k� WATER FRONT?DESCRIPTION: PANEL # 0 FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or ED#): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y orr NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o4p DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o1(g> DTE I PERMIT#: TOWN ZONING BOARD APPROVAL: YES ore) DTE: _/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE I PERMIT#: TOWN HISTORICAL PRE (SPLIA):' YES or ry NEW YORK STATE CODE COMPLIANCE (SE PAGE 2) ES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: � SF FEE FEE FEE 1. NSF)- (SF)= SF X$ =$ +$ +$ =$ 2. (— SF)- (SF)= SF X $ =$ +$ +$ =$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ _ $_ �__ FINAL TOT : $ � � NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 ✓ Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" / Termite:M-H / Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: r4 it USE/OCCUPANCY CLASSIFICATION: a HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: Wt- DESIGN CRITERIA: ENGINEERE :RES_CTLV-EE, � � FULL FRAMING DESIGN ELEMENTSN hEADERS 'Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILINGJOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS-R/N-� LIVE:Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS&N r� EGRESS 5.7 S.F.: Y/N0010, LIGHT 81,'o: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SC EDULE:0/N MEANS OF EGRESS: PLUMBING RISER DIAGRAM: Y4141 i.0� LOCATION OF FIRE PROTECTION EQUIPMENT:CT TRUSS DESIGN: Y/O CERTIFICATION: YA ENERGY CALLS: Y/N TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE)