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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 Cthor'zed `ignature Rev. 1/81 Form No. 6 t TOWN OF SOUTHOLU BUILDING DEPARTMF;NT TOWN HALL I 7 ZOOS 765-1802 J APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must l�e filled in by typewriter or ink and submitted to the Building Department with the following: I A. For new buildingor new use: 1. Final survey o property with accurate location of all buildings, property lines, streets, and unusual natural or topographic fe�tures. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial b ilding, industrial building, multiple residences and similar buildings and installations, a certificate of Code Comp iance 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 Bu ]ding 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 Certil tcate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 /Date. c_2VX 5 /7 Z�d6 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: L4 712 AZIV 7— ,_(%/->D fe/�— House No. Street Hamlet Owner or Owners of operty: O.eL 1-( Suffolk County Tax Map No 1000, Section Block d/ Lot 1013 Subdivision _ Filed Map. _Lot: Permit No. _Date of Permit. OZ O Applicant: iWh14K G/ELL�i�ll��7t/L Health Dept. Approva : ,<1/9 _Underwriters Approval: Planning Board Approval: /U/9 — / Request for: Temp racy Certificate Final Certificate:*Applicant one) Fee Submitted: $ 25, nature Co 7317 0 Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 8/20/2004 375 Dunton Avenue 89572C East Patchogue, New York 11772 (631)286.6642 Issued To: Mr Vigadon Orlin Street: 1470 Platt Road Village: Orient Zip: Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lic. # 4141-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X lot Floor ❑X Indoor ❑ Basement ❑ Hot Tub ResidentialX❑ Det.Garage ❑ Attic ❑ 2nd Floor X❑ Outdoor ❑X 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 on Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment etached building 0/220V hot water heater 100amp sub panels Hugo S. rdi President Rough Inspection: 07/01/2004 Inspector: John McMahon III Final Inspection: 08/19/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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 Au rized Signature ORIGINAL Rear. 5/8/02 Frani: W. Uellenclahl Architect PO Box 316,Greenport,NV 11944, tel 63"77-8624, fax 63I-,477-2997 e- mikfueliend@optonline ret July 17, 2006 Gents: "dor and FVvko Orlin 1470 Platt Rood Orient, NY 11957 BUILDING PERMIT#29547-Z Addition to the Orlin Residence-Main House FRAMING INSPEQION The framing and stropping details of the above referenced project were executed according to the construction documents-as per my inspection on June 21, 2004. INSULATION INSPEcnON I 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. I hereby state that the information provided above is true to the best of my knowledge. UEQ k,q`., I 0216 OP's nk Uellendahl OF NEv I� JUL 17 d� L s "I)I.D �� M-1802 BUILDING DEPT. INSPECTION . [ ] FOU ATION IST [ J K H PLBG. ( ] F NDATION 2ND [ INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & HIMNEY REMARKS: DATE �� INSPECTO F[ELD.RSFECTION REPORT DAM COMMENTS FOUNDATION(1ST) . 41 FOUNDATION(2ND) z O all ROUGH FRAMING& PLUMBING D� b INSULATION PER N.Y. ` y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS -S z m _ ra a O z TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST.1 SUB. LOT FO ER OWNER �� " N �—�` E ACR. der i S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 2INC. v< C "],3 500 3 5mOr 1 25 mei �f Li Q033 c,117,�-+safe i �r }/ SI+ rr • Jc H� - CVS w 000 55o0 6 5co to �I MI /V z000 - L /wz/ 5P , c ;«rho M //i ZO //�) o0 a 6 9 �LOJ N .G 0 --m Tillable t1 / Via' -Y FRONTAGE ON WATER Woodland FRONTAGE ON ROAD f ' Meadowlond t DEPTH 1 to©C] la o to House Plot , 1 BULKHEAD Total v !✓ t �} � '� ■■■■MIS■�I�■��■�'�■■ ■■■ Sim ■■■■■■■■11111!■!!J■�!li�fi'i�i■■■ NONE ■■■■ ■EM■■■E■■MEERMI■M■■■■ ■■■■■■■EMMM■■■■E■E■M ■EM■■■ EM■■M■ MEMS■ ■■SEEN ■■NE■■M■■■■■� • Fire Place • - ®� Rooms 1st Floorreezeway . .. . . _ .. rage .-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) 765-9502Survey www. northfork.net/Southold/ PERMIT N 4�_ Check Septic Form N.Y.S.D.E.C. -7 Trustees Examined 7 '20 7 Contact: Approved 20 Mail to: 5ZAA.K aEZ16A 1J.AfV( Disapproved a/c / Phone: 1p�/. x'77 �OZ4- Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date ��yE Z( , 2003 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,housin and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si nature of applicant or name,if a corporation) 0. . 27200.1 3/41 (Maili g address of applicant) State whether applicant is owner; lessee, agent', arcl-iitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �l/�hGb2 7/ Vk. q O1R6//lJ (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. 727 13E 'y51✓�ULILFf� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /4�0 PkA77- c>.-./E7Lr7' House Number Street Hamlet County Tax Map No. 1000 Section .2-7 Block G7/ Lot" "4 /0. 3 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: . a. Existing use and occupancy 2&5 b. Intended use and occupancy /2ES106k�_ / 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work L (Description) 4. Estimated Cost 1 7�1Ul7. Fee .4 �✓�'D (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. r � 7. Dimensions of existing structures, if any: Front 4*1 Rear Depth 49 Height GH 24 Number of Stories 2 Dimensions of same structure with alterations or additions: Front 44` Rear 44 Depth �i�/r Height C SNumber of Stories 2 8. Dimensions of entire new construction: Front 1 r Rear B r Depth 4I Height G i ��p'�EXt,T G) Number of Stories / 9. Size of lot: Front /40.4 Rear 275; 47 r Depth 46- 21 / 10. Date of Purchase /999 Name of Former Owner 11. Zone or use district in which premises are situated Q - 120 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 ✓ /C's E /st ST — 14. Names of Owner of premises A. Oei-IAI Address r(!Yc i0009 Phone No. 9/7.204 060? Name of Architect T-G/e/le"e&kl Address,0M 3/G ar' Phone No Z-31. 477,9604 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 ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the '92e,07t✓G7— (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. Swom before me this ay of 20 � Notary Public Signature of Applicant LYNDA M.BOHN NOTARYNa 01B06020932 Now York Qualified in Suffolk Counb� Term Expires March 8,208_ AU OMTRUCTION SHALL I AE FT-1 -IE REOUIREMENTS OF THE COMPLY WITH ALL CODES OF C OE -S OF NEW YORK STATE. NEW YORK STATE &TOWN CODES APPRIM AS N= AS REQUIRED AND CONDITIONS OF DATE } Z B.P. S ? SWTHOLDTOWNZBA FEE: J By.�'bee, SOMk3LDTOWMRN1irGBOND NOTIFY SUfLDING DEPARTMENT AT v SOUTHMDTOW TRJM MISM SAM TO 4 PM FOR THERYS FOLLOYYNIG RJSPECTIONS: oEc 1. FOUNDATION • Two REauW FOR POURED CONCRETE Z ROUGH - FRAMING s PLUMeINf:; OCCUPANCY OR a. INSULATION 4. FINAL. - CONSTRUCTM MIST USE IS UNLAWFUL AM CONSTRUCTION E MR%M. MET THE WITHOUT CERTIFICATE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR (CONSTRUCTION ERRORS. FLOODAl /k CERTIFICATION OF COMPLY WITH CHAPT R'46' NAILING & CONNECTIONS REQUIRED. FLOOb DAMAGE PREVENTION SOUTHOLD TOWN CODE. UNDERWRITERS CERTIFICATE REQUIRED REScheck Package Generator Compliance Report 4.e►wo.�.ss Location: Suffolk, New York Construction Type:Single Family0 Heating Type: Non—Electric - Code: New York State Energy Conservation Code HDD: 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 - • Glazing Area 100 X 134 + 972 = 13.79% 13.8% Glazing Area Gross Well 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 LI-Factor Window U-0.45 U-0.45 Door Front door exempt U-0.35 U-0.35 Stets t omplience:The proposed building design represented in these documents is consistent with the building plans, spe - t ,and other Icula no submitted with the permit application.The proposed building has been designed to meet the requ oft a New to Energy Conservation Code. ED ,4 2A OZ BUN e UE(JFy ponyoen LA OF NEIN 1 w ADDITION & RENOVATION OF THE e ORLIN RESIDENCE ORIENT, NY w a m ARCHITECT FRANK UELLENDAHL P.0.90X 316 GRINPORT, NY 11944 TEL- 631-477 8624 4 FAX: 631-477 2997 OWNER RMPA h AVIGDOR ORLIN 1470 PLATT ROAD ORIENT, NY 11957 TEL: 917-204 0602 z v o ENCLOSURE OF COVERED ENTRY AREA - REPLACEMENT WINDOWS PROPOSED TRELLIS ON FRONT DECK ORLIN RESIDENCE - 1470 PLATT ROAD - ORIENT, NEW YORK DATE 06/26/zo03 BUILDING PERMIT APPLICATION T& JUNE 26, 2003 TITLE SHEET 0 FRANK W. UELLENDAHL ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 Dr., NW A - 0 DWG. NO ADDITION & RENOVATION SURM Of PPMTY OF THE C1D_I_I LOIS _30 5F TM. yLL1 S.C. TAX ,t ORLIH RESIDENCE .. INYVO[A+ C , jj 20M Pi :ORIENT, NY ARCHITECT R>3D EVE N LERTIFD 2U: FRANK UEUENDARL 1/114 - - Cfi46lONWrFJ�4TH LWD Tnu imsu PA m tiafim 4 P.O.BOX 316 - - AV16©fAR 011t11W OREENPORi, NY 11944 RIV4G Qt41W - - TEL 631-477 8624 H 53`12!0(* E o' IL 4 FAX: 631-477 2997 OWNER Nf0 F NZA - - lBaISS: - (tIN(A h ASO ORUN ` DODEINICE � O 296.30 I Y. [MAIM AK m M.Odtil.t .M�.:- 1470 PLATT ROAD ORgN2 ro ousnYc mom.-TM1ee P 3 ORLNT, W 11957 ypHftA N s :cn u i w Reo�a ana TEL 917-204 0602 Y D0o. E N 'oO53'12 C Ott t ..s . a rHo � � 82 005 v ° o 9rFOF Ys.'Il o .a m rt:YE }i/�PA1iKER 4 w ° g$yE7?ZY 1gDATE 06/26/2003 Tq)h.� , A6 1. _ 60 , s sr. SITE PLAN sa µ A"..Wt.7127400 rm fi3t YYe7 OWC. NAME a.fit rA taea. reau�u n+r�wa `_ A - 1 ,. . .. : DMO. NO 9ELOW GRADE 2x2 LEDGER - CCA ----------- - -------� ---------- --------- - - - - -�-� ADDITION --- - - - - - --- ------- - ---------- - --- - --- ------ - - -, i & RENOVATION I r----------- --------- -- I i O JACUZZI I OF THE { 1 DRAIN I I o \ ABOVE TOILET N � I In BASEMENT WIND T WASTE x I 19 ARE TO BE .SET k I N PROVIDE PLUMBING ° LINE ; � I I CCA BUCKS. ��' ORLIN i I LINES FOR FUTURE BASEMENT ABOVE N m i I BATHROOM AND4" P.C. SLAB ^ i S I PROVIDE AREA RESIDENCE SAUNA- SHOWER ^ ° �+ I I AS REQUIRED. " x VERIFY LOCATIONS DRAIN x I l I' N �\ N WITH OWNER. OABOVE N N l A ORIENT, NY I I -9 ' 5' 3 -4 17'-5j' I I ( BEAM POCKET r —I r r —I BEAM POCKET I o FRWKARCH�IT lIft PABOX 316 �7�' I �}_ — (4) 1-U4- -T 4� — e I 1 I— 14) �' s" x 11-7/�B' LVL — COFfNW, W 11944 LEL: 631-477 8624 10 FAX. 631-477 2997 r ---J L----- —7 OWNER I 3-1/2' DIA STEEL COLUMN M&AV= OU —T / 3'-0" x 30• x I'-6' i 1 I ( 1470 PLAIT ROAD I I a WENT, W 11957 CONC. FTG. (TYP.) ioI TEL 917-204 0602 co I / b, N \ N L—— i%" ✓1� 1 ^ 16 P.C. FOUNDATION IN x m - ' PROVIDE MRL OF W - MIN x - CONC. FOOTING S�i �� J i% ( I 100 SF. 5/E" x xt GRA E-O' BELOW FlNAI 1 FIRE-RATED B sHEETRocx N jai p ABOVE FURNACE. PROVIDE SUPPORT FOR FIREPLACE 1 I ^ HEARTH AS REOUIRED. I I VERIFY R FICATOIS ' $` TOILET S/D 2xS HOUSE ASTE 2x2 �R -'CCACCA I UNEP L.-------- --- ------- --A89VE ---- ---- -- -- --� I a t I Iv � — ------_----_ -- ---------- ----=- - - J s Lr ------ 2x6 HOUSE BM, - CCA iv i 2x2 LEDGER - CCA ^ I i x � M F--, r '--l _ (2) 2x10 GIRDER _ (2) 240dRpf,R l� I V 24' x 8* ►M LER I I ( \ I I 7�\ I (CCA) (CCA) �1 �I ' I 16" x 6' CONC. FTG. zi}--- I / I I / I - ee_ (2) 2.10 ORDER (CCA) Mw L _J L _ J I ,�- .-• -- - - -..• - - - <G vRovwE (3) !6 REBAR . a 4 7 _21. 3. 1' —�fi'-9 '—A--S�-9 ' 1' ' 12 -36 1 DATE O6/26/2D03 TOP OF PER IS TO BE 24' �. _.: -I r _-I 2 g SONE 1/4' - 1'4 BELOW GRADE r �. I t PARTIAL (2) 2x10 00DER (ccA) �J (z> z.w aROEx (ccA> O (2> zx,o ORDER (CCA) -v (2j 2X+o ORDER (CCA - I ' ; FOUNDATION PLAN - -- - -- - - - - - -. - - - - - '- L- - - - - - - 4 _ (AS-BUILT) - LINE OF DECK ABOVE PROVIDE SUPPORT FOR STEdS As REOURED 4' x C CCA POST HP-WJL OF.I OWG. NAPE ON I'-0" DIA, x 3'-O" r F A - 2 7'-6" 7'-6' + 7'-6'--+1'� SONA TUBE aFJ2�0xZx_IIS� TINC� X. NO 3046 3046 3032 2868 uao 3' SM 2858 u40 3032 2866 uaD - 3046 ADDITION (2) 1-3/4' x 9—t(Y 1 (z) 1-3/4' x 9-1/2' j (2) 1-3/4* x 9-1/2' & RENOVATION LVL HEADER •... 3 , LYL HEADER 3 LVL NEARER -D • t6 -� -10' -1t _ 3j' OF THE 0_0 . W C3 0 a42= . s ORLIN .000 Rgo ESIDENCE FAMILY,T` ^ FAMI Y ININ R OM ^ xx 9A N ORIENT, NY Mir N an pi O c KIT H ARCHITECT Y FRANK UE OMIL U40 J P.0.60X 316 jj) 1 3/4T_1l� 8" LVL _ - SH NEAR L� iLYSn -� (X(TEL 631 M' 11944 4 � �.. �'- TEL 631-477 6624 -tv � � �. TOILET � � � FAX: 631-4772997 3 ' -0 3 WASTE ,O 4 pa`O OWNER 'r-fT g A1NE vE! MASTER BEDROOM ° ti RMG A AWW;()oR ORUN 1.1 -4$�—� 31- 31 uo u� �1 ; 10RENT, MY 11470 PLATT 957 2 2 DRAIN n TEL: 917-204 06M V 3'-1' ABOVE17, MH NYS 7NRv FRIE AND `TM45.00006' -. „� tTH TD !E IURY IN • I x EROANCE " NYS LIVING ROOM P 13'-4" VIDE OU19106 Alit INTAKE, as 9pt 3 ' FY ALL DAW9NS10116 AND .DD, '-fit O -` �y —cu 3046 M 0 FRANCES . ;.` _.....__ N ZD FY ALL SPECWCATONS A I OWNER PRM 70 '— S1RUC910N. 3j (2) 1-3/4'A 4-1/rs -5j'(2) 1-3/4' x 9-1/Y `" 7 0 ' 3 ' S =�t11 3046 30463068 U40 I_�1 M �n TRANSOMM�• COVERED ENTRY s !8' z 6' CCA POST � 2�YxTSFI _ WRAP IN CEDAR 1w DATE: 06/26/2003 02 CKMG4g, Z1, - 3. FIRST FLOOR WINDOWS SETscu., 1/4' = f-0' 4 d ARE TO BE SET �� 6 AT 6'-10 1/2" AFF PARTIAL 1ST FLOOR PLAN NOTE: PROVIDE SOLID BLOCKING (AS-BUILT) TOP OF DECKING IS TO BEA BENEATH ALL MA)QMUM OF 16' ABOVE FINAL REFER TO MANUFACTURERS TS. DWG. HANE GRADE. SPECIFICATIONS FOR BLOCKING A - 3 AT JOIST WEB. DK. NO SCREENED PORCH ADDITION & RENOVATION - - - - T - OF THE I I I a I e - - i- - M.BATH ORLIN RESIDENCE KI CH N I LIVING ROOM ORIENT, NY - MASTER BEDROOM 9 ARCHITECT o FRANK UGiENDAHL FLOOR OF EXTENSION Rill S TAR ON R P.O.DOX 316 — — — GREENPW. NY 11944 — — — — — — OAK FUlmWDOD FLOOR TO NAa EXISTING �' TEL 631-477 8624 — — — — — — — — — 3/4'AIBROOR, NNLED PND p.UED FAX: 631-477 2997 2'X10'FLOOR JOISfS 0 16'O.C. R-21 IN5WTKIN OWNER 1/2'PLY XO TREATED EXIS_W F0 IT q-: 1'-V' VIA SONATUDE RhMA& ANT;DOR ORLIN ON 2-O X 2-0 X 1-0 CONC. FIGS 1470 PUTT ROAD ORIENT, Nr 11957 WALL OF EXTENSIOM TEL: 917-204 0602 DC7 E N DEN WINDBORNE DEBRIS PROTECTION SCHEDULE ED) STAIR UP PRECUT WOOD S1RlIC1URA1 PANELS NOH A 1HN2(IT65 INtENTR - q _ OF NN7 1/16 NCIT WITH 2-1/2 {!6 WD SCREWS, O PNGNIT& SPACW: 12 INCHES, ARE TO BE PRONGED TO COVER DWINDOWS THE MED OPENINGS OF THE PROPOSED EXTENSION ER c ig ig i Epi EXISTING DEC! 3068 U40 TRANSOLI PORCH EXTENSION I b DATE 06/26/2003 w SCALE: 1/4' = 1'-0' I PROPOSED roPI ILII ILII LII ILII I FIRST FLOOR 1 ST FLOOR AR ill ILII ILII ILII ILII WJSTED NO CALCLXATIONS I 1.214 S0. FT. UVING SPACE DWG. NAME 11,11 11 11 8'-10 1/2' I 8'-6' II II 8'-1' �f 156 SO. FT. SCREENED PORCH 9'-3' 9'-I' t rj 762 SO. Fr. OPEN DECK VNO A - 4 V�i DWG. ADDITION 36 & RENOVATION OF THE I 23 I II L-- ----- . -- ----- - - -- - -- - -------- - --- --- -- -- - - - -- - ------ - --- - - REIN RESIDENCE ORIENT, NY 5'-0" WALL HEIGHTM 5'-0" WALL HEIGHT M TS ORAGE Y 2 _ - N ARCHITECT A P.O.BOX 316 ..N 5068 BYPASS - \ - GREENPORT, NY 11944 9' CEILING HEIGHT _ _ \ 3' CEILING HEIGHT -- - - _ - __. 19 TEL 631-477 8624 --- -a+-- -- - --- ---- -- - - -- -- - -- \ - FAX: 531-477 2997 'z4• . zi � ---- -- -- �-- IAccEss I 5/D OWNER i""�" I N O GUEST BEDROOM I GUEST BEDROOM M &AVIGDOR ORLIN J--KU-- m ^ I °0 - 1410 PLATE ROAD b_ 1 I _ - n- h i s ORIF NY 11957 2668 1 °I I //' ° a a TE: 917-204 0602 ..4qJ a a l � . xm .. D r WN INc YLIGHT MI 31• — r ru ___INU b d 5'-O" WALL HEIGHT - 2 5'-0" WALL HEIGHT 10 WAIL HE IG 3j'-3j' o o 3 •_2. 31 3'_1. 3 2 S M -- - -- --- - - - --------- -- - - - -- - --- - -- M E-y ISTI N 6:1 ED --------- I ---- - - ---- I SEE DETAIL lbil DATE 1/4/26 S '2-03 I 12ND FLOOR PLAN I i WINDBORNE DEBRIS PROTECTION SCHEDULE I I PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS DWG. NAl1E I- ----- - -- - -'J - OF MIN 7/16 INCH WITH 2-1/2 16 WD SCREWS, SPACING: 16 INCHES, ARE TO BE PRONGED TO COVER A - 5 THE GLAZED OPENINGS OF THE PROP09D EXTENSION 8 DWG. NO ADDITION & RENOVATION OF THE ORLIN RESIDENCE ORIENT, NY C-'"X15T� HEADER `fU Ret'[AII--I -- -------- -� 9 ARCHITECT R FRANK MOW PALBOX 316 6REENW, NY 11944 TEL 631-477 8624 _ ........ / FAX: 631-477 2997 OWNER RM R AVIGOOR ORLAI 1470 PUTT ROAD s ORENT, NY 11957 mi TEL 917-204 0602 ir s K Y h y y - ® PROP SLIpEfz 1 t?evPPSEP --- -- y 'TRELLIS PP-C4:7.�LGUU r Ell I I T ` 11 O lowL s DATE 06/26/zi Li 2�3 = - 1 NORTH ELEVATION a RIGHT ELEVATION DWG. NAME A - 6 DWG. NO ADDITION & RENOVATION OF THE ..... . .. ... . ... ...... . . . ; OLIN. .. . . RESIDENCE .. ... 1' r •♦♦r. r • ♦ .v a.n.- ... .... u ..... ....... .: ... 1 z ORIENT, NY <<L:... ...... r.. , • ,..i{. r...f .,-t5. t sl: .r.,.•• ••.,.a• •.. r... ...a s..siS'.:r.♦.rr.-. .,, ♦ t ,r.. ,:•i.. r . .. .. .:... , ... .. .. ..I ARCHITECT UROM ..... •t. � P.O.BOX 316 94 ... .............. ..... ... I ... DAETEL EIFORi: 4K77118624 477 2991 ... ...... . ...... ....... .. ... OWNER ........ ......_..._. .. .. . ..... . ' -I. RNKA&AMOR ORl1N .,........ „ ...., .., ........ _..._. ... .... .. .. .:.-: - ._ L...' 1470 PUTT ROAD t - .. ...,, { ORM, NY 11957 „-. 917-20406 . . .. . . _ ..... . . . . .. . ... DAR 7 � f i Oil Ed is e oa is �e $ jG & DATE: 06/26/2003 ZU, 1/4' = 1'-6' ail WEST ELEVATION a FRONT (ROAD SIDE) ELEVATION - KAKE A - 7 X. K6 12 ADDITION RIDGE VENT �'? & RENOVATION 40 YR. ARCHITECTURAL GRADE ROOF SHINGLE 202 RIDGE 15# FELT OF THE 1/2" CDX EXT, ROOF SHEATHING 200-16" oc RAFTERS ' 7 (1) 3/8" BOLT SIR2x ORLIN MM 2x8-16" oc RESIDENCE BEDROOM ORIENT, NY R-30 INSULATION 1/2" SHEET ROCK ARCHITECT 5/8" CDX SUB FLOOR -52Bo FRANR UELIFNDNIL L DED P.O.19 316 HURRICANE CLIPS R-19 INSULATION HU (CANE CL S - OREEIIP(Xf1 NY 11316 (TYPICAL) (NPI AL) O=J TEL 631-477 8624 i FAX: 631-477 2997 6" FASCIA CPI zs x 11-7/e' - ta" x If�If 1 11, J OWNER l t (a) r 9CH -ND470 PLATT ROAD 12" VENTED SOFFIT R-30 INSULATION I (3) 1_3/4" x 11-7/8" LVL __ Ni OAIQIT, NY 11951 FLUSH HEADER ' I� --_ 4i";811 TEL 917-204 OW2 II , DOUBLE 2x4 PLATE 11 �D A 2x4-16" oc WALL STUDS -VD 7/16" OSB SHEATHING KITCHEN II PROVIDE FIRE BLOCKING 4xSAcaf7b'T lti Q 15" FELT II AS REOUiRED BY NYS CODE ,Q RED CEDAR PERFECTIONS R-15 INSULATION 7XPOSURE II ' " 5/8CDX SUB FLOOR II 2x4 SHOE II 5/4" x e" STK i I CEDAR DECKING — 16" oc ER MANUFACTURERS SPEC. GPI 25 x 9 t 2 16 oc 7YA_ _ CCA (4) 1-3/4" x 11-7/6 GIRDER (2) 200 CCA GIRDER R-19 INSULATION ON E SHIELD - SILL SEAL 2x8 CCA HOUSE BEAM 4"x4' CCA POST w/ 2x2 CCA LEDGER OR BOLTS MAX. 8'-0" oc 3-1/2" DIA, STEEL COL. ON 1'-0' DIASONATU$E`e::. ON P. G FOUNDATION WALL BASEMEN T 3'-0"x 3'0"x 1'-6' 2'CONCRETEOFOOTING 1 x " 8 CONC. FOOTING "' DAMP PROOFING (MIN. 36" BELOW FINAL GRADE N a" PC SLAB BEAR ON UNDISTURBED SOIL:es 2x4 KEY WAY 1 DATE 06/26/2W3 SCAIF 1/4' = x 8" CONCRETE FOOTING D" BELOW FINAL GRADE. (TYP.) 3 CROSS SECTION a�a a3� OWC. NAME A $ CROSS SECTION A X. RD E>aSTRIG ADDITION MBR & RENOVATION NEW SIIDING DOOR 2X4 EXT. WALL — SM NOT SHOWN OF THE 3 _ ::: ORLIN ` '' RESIDENCE - - :T:T.> : :: :::: ......... ... .......... .......... .._. ..... / N ORIENT, NY O 2X8 ING � ARCHITECT FRANK UELLDWL ca 6 —On P.O.BOX 316 944 GREENPORT, W11944 PIAN VIEW X TEL 631-477 8624 FAX: 631-477 2997 OWNER RMA h AVXX)OR ORJN 1470 PUTT ROAD OMT, W 11957 917-204 0602 rrtE� Aq�, BALCONY o �n E , ANODIZED ALUMINUM RAILS: n 1-1/2' TOP RAIL ca 3 —6 1-1/4• VERT. POST (4) I/4' Ss CABLE W/ SSI BOLTS g MBR2ND FLOOR Pa wT A� AND SS TURN RICK ES R OF 5/4'CEDAR DECKING tch to drain — 3/4" CEDAR FASCIA BD 3 \ 2 2X8 FRAMING HANGER ( ) \ — :'.15:1F:}X_:7:. ` 2z8 JOIST 16' 0. eg : :: :? : 3I:::::::::::::::::.. FASCIA BOARD / TRINWORK TO MATCH EXISTING //2 DRAIN PIPES EXISrG FASCIA BOO o o ................................... ... z:: ::: ..... ..... ... .....;:::::::::::; . . ................. . .:::.- ..... 06 6 GATE /2 /2003 3/ 0 EQ E g Q DETAIL 8 o - S BALCONY sd EXISTING DWG. HANE s A - Kim 9 ............ SECTION � UK. NO Joint Description Nail Sizes Nail spacing ✓ DESIGN CRITERIA: ADDITION ROOF FRAMING o & RENOVATION X Rafter to,Tap Plate (Toe- led) - Y 11 Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter GROUND SNOW LOAD - 45 PSF. OF THE Ce ling Joist to Top rlate�°ce-nailed n/ per joist LIVING AREAS - 40 PSF. LL Ceiling Jest to Parallel Rafter (Fa e-naBed) n� each lap WIND SPEED - 120 NPH Ceiling Joist Laps a r Partitions Face-milled) n/a each lap SEISMIC DESIGN CATEGORY - B Collar Tie to Rafter Foce-nailed) n/a per 6e WEATHERING - SEVERE Blocking to Rafter (7o -nailed+ 2 - 8d each end FROST UNE DEPTH - 36" O��'� Rim Board to Rafter 06E -noied) 2 - 16d each end TERMITE - MODERATE TO HEAVY DECAY - SLIGHT WALL FRAMING ICE SHIELD UNDERLAYMENT REQUIRED - NA 121 RESIDENCE Top Plate to Top Plate,(Fac -nailed) 2 - 16d per foot , DESIGN IN ACCORDANCE WITH AMERICAN FOREST � Top Plates at ntersection Face-nmled) 4 - 16d fonts-gach ode Stud to Stud Fac -nailed 2 - t6d 24 o.c. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL Header to Headere(Face-nailed) 16d 16" o.c. along edges FOR 1&2- FAMILY HOUSE Top or Bottom Plate to Stud (End-nailed) 2 _ I6d per 2z6 stud RIPS DESIGN METHOD. ORIENT, NY 2 - 16d � 2x8 stud +�+ Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Foce-nailed) 2 - 16d 1.2 per foot FLOOR FRAMING ARCHITECT Jost to Sill Top Plate or rder (Toe-nailed) 4 - ad per fast FRANC .O.BOXUOIB4O316 P.O.BOX 316 Bridggi�ng to foist Toe-nailit2 - 8d each end GREENPWT NY 11944 8lacfting to Joist Toe-nal 2 - 8d each end TEL: 631-477 8624 6lockingSto SIII or Top Plate ( Toe—nailed) 3 - 16d each block FAX:631-477 2991 Ledge Strip Lo Beam (Fa -nailed 3 - 16d each joist Joist on Ledger to amoe-nai�ed) 3 - 8d per joist OWNER Band Joist to Joist End-nailed) 3 - 16d per p st Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per wt NVXA d AV OM OU 1470 PLATT ROAD ROOF SHEATHING 3 ONENT, 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: Diagonal Board,Sheathing of of panel E 1" x 6 ,or 1 x 8 2 - 8d per support tV � or wider 3 - 8d per support r CEILING SHEATHING Gypsum Wallboard 5d 7" edge / 10" field WALL SHEATHING Structural Panels 8d 6" edge / 12" field Fiberboard Panels ' 7 / 16" 6d 3" edge / 6" field 25 / 32" 8d 3" edge / 6" field G sum Wallboard 5d 7" edge / 10" field Hordboard 8d 6" edge / 12' field ZE Portideboard Panels 8d 6" edge / 12" field Diagonal Board Sheathing " 1" x 6%or 1" x 8 2 - ad per support 1' x 10 or wider 3 - ad per support N FLOOR SHEATHING Structural Panels 1' or less 8d 6; edge / 1;' field 1 DATE, 06/26/2003 greater than 1" 10d 6 edge / 6 field SCBE Diagonal Board Sheathing " 1" x 6' or 1" x 8 2 - 8d per support 1" x 10 or wider 3 - 8d per support : Nailing Schedule Nailing requirements are based on wall sheathing nailed 5" on-center at the panel ed N wall sheathing is nailed Design Criteria Mailing at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall OIK MIME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. NAILING SCHEDULE 2 When wall sheathir its continuous over.connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 1& nail per foot. TAM 3.1 - WFCMA — 10 ce 0K. NO Z. 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 Data: 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 Glazing Area 100 X 222 + 1010 = 21.98% 22.0% Glazing Area Gross Well 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 Well 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. Builder/Designer Company Name Da CE¢ED q�C' • '1� g 1 i nm t �t"y c< g ;� GENERAL NOTES DESIGN CRITERIA: LIVINGROOM EXTENSION OF THE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. OCT 2 rI aV ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. - BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH j 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B �J MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 3. All LUMBER SHALL BE CRAQE STAMPED DOUGLAS FIR- TERMITE NEMODERATE TO HEAVY ORLIN LARCH STRUCTURAL GRADE 82 OR BETTER. DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES RESIDENCE STAIR AND FLOOR OPENINGS POSTS AND PARALLEL a PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST � ORIENT, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR tkFAMILY HOUSE FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. ENGINEERED D DESIGN METHOD. 6. ALL DIMENSIONS AND G E CONDITIONS TO BE ARCHITECT VERIFIED BY CONTRACTORS PRIOR TO START OF CONSTRUCTION AND ORDERN OF MATERIALS. THIS WINDBORNE o FRANK UEL1ENDML FOUNDATION HAS BEEN D IGNED FOR A SOIL P.D.OX 316 BEARING CAPACITY OF TWO P TSF AND GRADES DEBRIS PROTECTION SCHEDULE GREENPORT, NY 11944 LESS THAN 5%. CONTRACT R SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH EF TEL: 63i-477 8624 CONCRETE SLABS TO BE COMPACTED TO 957FAX: 631-477 2997 PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 16 WD SCREWS, OWNER 7. ALL HEADERS 6A 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 RNKA k AM0OR ORUN BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ❑ 3 ORIENT. PLATT 1957 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. ORIENT NY 11957 LEL: 917-254 6171 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS z 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS n AND DECKS ETC.. Li II II II 10. DO NOT SCALE DRAWINGS. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- — — Z ENGINEER ARE NOT RESPONSIBLE FOR THE — INSPECTION SUPERVISION OR ADMINISTRATION OF THIS CON jUCTION PRDJECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE CbMPUANCE 00SI NG STRUCTURE PROPOSED ADIMIION SHALL BE. THE RESPONSIBILITY OF THECONTRo 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE s CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. o 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 14. ENGINEER TO BE NOTIFIED IN WRITING of all DEMOLITION OF SCREENED PORCH AND DECK CHANGES PRIOR TO AND DURING CONSTRUCTION. SCREENED PORCH TO BE REPLACED BY LIVING ROOM EXTENSION 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE WITH NEW FOUNDATION AND NEW DECK WITH TRELLIS o DATE: 10/2072003 DESIGNED AND SPECIFIED BY OTHERS. SCALE 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER TITLE SHEET AND OWNER. BUILDING PERMIT AMENDMENT DESIGN CRITERIA 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS GENERAL NOTES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 8 OCTOBER 20, 2003 � Bwc. NAME A - 0 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 8 DING. NO ADDITION SURVEY Off' ,.ROP RENOVATION N R0� SZWOWO AT OF THE V UF L�N�klr°af, 1 �IlV 'f4� S.C. TAX ORLIN 1R6—'�#- 9'��@, RESIDENCE NaVDAM A 1.• ORIENT, NY 20 META t 2 .g. fF. - ARCHITECT _ �x RBD gpgRS � w CkRTl M LM D Trr E 1N5lHP�ktf6E 4�llf!,fw £ FRANKDAHL P.D80% 316 o; AVIGDOlt�0 GRET NPORT, NY 11944 RIMTEL 631-477 8624 E FAX: 631-477 2997 N 53.12200+ g OWNER s►?: x/per xZp - e9Ptd.4: RM(A& ANCOOR ORUN 96. 1 I. ncYAvoMs J . raves+ eAnr 1470 PLATT ROAD D f llZp ro =D �"` ,nFe6o a ORIENT. NY 11957 JMM TEL 911-204 0602 T 5 c N 5S TOO E Q, L FE di � V ' T. ,F4 - M. , .++ OF E`N Yi rae g o s { DATE: 10/20/2003 wc. *? SCALE: 1. - 60, ywa�° , 5 1200" W L SURVEY p. m.sw..+n-aewwar - s1�ti+.. - ►�� o viMlNf te3r}Z27-aoCo Fa (61 F 8 OK. NAME Ar s; ' s .. F - } x(6�011 AMl4ME wr. wtur ' » +1.K" .. re OWE NO 16t A - UU ADDITION ZONING CALCULATIONS & 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 ALLOWABLE BLDG. COVERAGE R-200: 5% OF LOT AREA = ca. 6,710 SF ORL'N PROPOSED CONSTRUCTION RESIDENCE 0 SURVEY BY JOSEPH DATED: 01/20/2001 A. INGECNO ORIENT, NY J- n� `opq� � WELL 9 ARCHITECT FRANK D P.OBOXO.BOX 3 316 16 P� Z5 GREENPORT, NY 11944 O O pEl m: 631-477 6624 FAX: 631-417 2997 O O OWNER O O RIVXA 1 ANGDOR ORAD � 1470 PLATE ROAD O �• s ORIENT, NY 11957 u Aqc O O O O DECK O O k O EXISTING O OO O STRUCTURE k o � OODECK N O EXT'G O x O PROPOSED O ADDITION O ORCHARD O = OO _ \, 1 DATE: 10/20/2003 OFUTURE SITE ` �� SCALE, 1/32" r- o OF POOL SITEPLAN • OO SITE PIAN k SCTM# = 1000-27-01-10.3 s NAGE PROPOSED TOWN OF SOUTHOLD O O SUFFOLK COUNTY NEW YORK s BARN MG. No e� PROPOSED ACCESSORY BUILDING & LIVINGROOM EXTENSION OF THE V_ ORLIN RESIDENCE _ SCREENED PORCH ORIENT, NY 0 9 ARCHITECT 4 o FRANK UMNDAHL P.O.DOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 < FAX: 631-477 2997 M•BAT OWNER o — RNKA k AVIGDOR ORLIN 1470 PLAIT ROAD ORIENT, NY 11957 TEL: 917-254 8171 LIVING ROOM MASTER BEDROOM E DEN 9 0 o PR ENTRY s a m � V p O O qq� O - 44-0• DALE: 0/20/200EE3 SCALE: 1/8" = 1'-0" EXISTING 1 ST FLOOR PLAN OK. NAME A - 2 W. NO ©1a � PROPOSED ESSORY LEGEND AGBUILDING WALL & LIVINGROOM —— — — — — _ — EXISTING NEW OWALL/FrG EXTENSION BASEMENT 0= REMOVED FrG OF THE 1 4' P.C. SLAB ORLIN RESIDENCE PREPARE 16'X 24'DOW /1�Y1 VE�NTATKIN CAAYL SPIE ORIENT, NY EW BE DE �RON�R&D o I I I I L — — — — — — — — - - - - - - - - I — - - — — — — — — — — — — — — — — — — ARCHITECT 9 1 l — � -- -- -- - ---- - (L — — — — — — — — — — — _ __ �V2iA ------ --."' _ o FRANK - - - - - - - - - - - - - - - = UELLENDPNI TEL' 631-477 8624 � — ( - - - - - - - � rz-- OWNER � P.0.0% 316 2zi0 NWSE eEw-oqc % ioY aE Fzr'c GREENPORT, NY 11944 z4 TmDw avtt LENT FA%: 631-471 2991 I � ORLIN t� 8" POURED CONC. '' PROPOSED o RNRA 1470� ROAD o FOUNDATION WALLNEW CRAWL SPACE a x �ORIENT, NY 189757 1 2' RAT SLAB ® o 1j-314" ', o (ERE A I � ISkSSED HEATER '^' RECESSED NEATER F-1 ALAE � ADDw I n Ex'c FIG IxrG FTC fQMDE Exrc rc. Lxrc nc EXrc ETG REMNE EXrc E c. LL —_.��- ._-._E%TC(210fAA0ER._ -a+,-_,_E]TG{2). OGWDER-_, ' � I O PROVIDE SUPPORT FOR O �' (),2x10 7°c L L L _ -1 ( % L — L STOLE AS REWIRED L , LJ '—' LENT , — A__j — 2X19 HOUSE FFA -AOC 2X2 IJD O -AT 31 � a m I -(12w19cxom 12L2xlocraaER �21LDamEa _ _(2]zx19 amE AOC AT AOC AM awS (& L - - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - — — — — — — — — — — — — — — — — - - - — — — — - - - J o 8'-6 1/2' 8'-6 1/2" 8'-5" 8'-5" B'-5' B'-5" 11'-1 1/2" 25-101/2" 1._0. Jg DATE: 10/20/203 SCALE: 1/4' = 1'-0' NEW DECK FOUNDATION NEW FOUNDATION/CRAWL SPACE = FOUNDATION (Zl 2%10 A0 ORDER 3/4' SUBFLOR, NATO AND GLUED ; PLAN dFl $%8'AOC POST 9-1/2 PRO 130 FLOOR JOISTS 0 16' O.C. ON 1'-O' OA SONATUBE R-30 INSULATION 2X6'AO SILL (NIR. 36' BELOW FTNAL GRADE, 2'CONCRETE DUST COAT OWG. WE BEAR ON UNDISTURBED SOIL) 6 NIL POLY VAPOR MER ON COMP. GRAVEL 1'-4" X 8" PORED CONC. FOOTING W/KEYWAY 8 A - 3 STILL SEAL DWG. NO TERMOE SHIELD —S iJ2' 3 1 2" S'-8" 3,1 2 R PROPOSED 14' 0 4' 9" ACCESSORY 3046 3032 3032 o BUILDING 15'-8' & LIVINGROOM _ PS 8080 R EXTENSION OF THE I E ISTIN K TC EN PASS-THRU " N ORL'N EXISTING DENJ EE 68 NET SF RESIDENCE T� ''-°" ORIENT, NY N SURFACE MOUNTED SURFACE MOUNTED EILI CNG FIXTURE I - CEILING FIXTURE i J (EXISTING) i SURFACE MOUNTED os I � CEILING FIXTURE s ARCHITECT REF. EXISTING PROPOSED _ _ _ _ _DINING_ ROOM i FRANK UELLENDAHL D _ LR EXTENSION P.O.BOX 316 GREENPORT, NY 11944 408 NET SF 345 NET SIFTEL: 631-477 8624 CLC, HGT: 9' -0" = CLG. HGT: 9'-0` jj JJ lJ�;; FAX: 631-477 2997 z 3 ? HARD WD FLOOR OWNER RNKA di AWGOOR ORLIN J"�"jJ�J"57"LCA 1470 PLATT ROAD — — — — '—0 0 �XEXIS�� ' \ � � � \ -- STOW BURNING x ORIENT+YY 11957 UTMood:scAN 5-2 -7�5b 8At7r CIL 'co .UEL yJ. EXISTINzm � RELOCATE •, Now W" PR a ENTRY 113 NET SF o `z 19 I I NEW 8" DIA POST puE o PS 8080 L 3 V m V CLOSET CLOSET EXISTING EXXISTING L9g 2' o M.BATH DECK TO BE EXTENDED = MTE: 10/20/2003 SCALE: 1/4' = IA ELECTRICAL LEGEND LEGEND FIRST FLOOR FIRST FLOOR DUPLEX RECEPTACLE OUTLET A TELEPHONE EXISTING AREA CALCULATIONS ADJUSTED AREA CALCULATIONS 3 PROPOSED owWATER PROOF RECEPTACLE OUTLET ® TEtfV150N HIGH NAT FIXTURE 5 D SMOKE DETECTOR CO-2 DETECTOR LMNC SPACE: 1,214 O. Ff. LIVING SPACE: I,587 SO. Ff. FLOOR PLAN SCREENED PORCH: 156 SO. SF. NO SCREENED POO a I cm SURFACE MOUNTED FLORESCENT FIXTURE EXT'G WALL w�E © OPEN DECK: 762 SO. Ff. OPEN DECK: 961 S0. FF. g SURFACE MOUNTED CEILING FIXTURE SURFACE MOUNTED CENNG FAN ® NEW WALL NO ACCESSORY BLDG ACCESSORY BLDG: 900 SO. FT. B SURFACE MOUNTED WALL FIXTURE = UNDER CABINET INCONDESCENT FIXT. LOT COVERAGE: 2,132 SO. FT. LOT CO&RASE: 3,448 SO. FT. A — 4 SWTCH -T SURFACE MOUNTED LIGHTING TRACK REMOVED WALL I s �, $D DIMMER SWITCH SURFACE MOUNTED FLOOD LIGHT ROOF 9 PROPOSED 40 YR ARCHITECTURAL GRAVE ROOF SHINGLE TO WATCH EXTG I ACCESSORY FOLLOW MANUFACTORER'S GUIDELINE FOR INSTAt1PilON: BUILDING IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D 15 LOS FELT 5(X88",COX EXTERIOR ROOF SHEATHING & LIVINGROOM 2 ROOF RAFTERS 0 16' D.C. EXTENSION R-38 INSULATION ON 2X8 CEILING JOISTS 0 16" O.C. o 1/2' GYPSUM BOARO OF THE 1-D,VENTED OVERHA% WATCH EXISTG. VENTED SOFFIT, FACIA BD AI CUTTERS WALL 2'X6' SND 0 16'D.C. ORLIN 5/8'Cox PtAw SE W A' INSULACEDAR TION PERFECTIONS W/ 6' EXPOSURE RESIDENCE \ 3 12 /2'GYPSUM B IO'-O' ORIENT, NY EXT'G 2X10 RAFTE rs_7• ARCHITECT °= o FRANK UELLENML �� f4�_s' ' P.O.BOX 316 1X8 R.R. GREENPORT, NY 11944 ® 76 O.C. FACTORY-BUILT TEL: 631-477 8624 EXISTING PEW STAINS STEEL � FAX: 631-477 2997 ATTIC I IG 3s sus 0 1*O.C. CHIMNEY OWNER GPI 25 X 11-7/8" 0 16" O.C. RVKA 9 AVIGDOR ROAN / 2X8 C.J. 0 16 O.C. 1 nROAD (3) 1-3/4" X 11-7/8" LVL (3) 1-3/4" X 11-7/8" LVL (2 2X10 HEADER 3 7 FLUSH HEADER FFLUSH HEADER 0w.UE(�Fy�y Q II r NEW 8" DIA. POST I ! 7k II WOOD BURNING STOVE EXISTING PROPOSED w LIVING ROOM / KITCHEN PDE SOLID BLOCKINGNDER POST LR EXTENSION CEDARXUEC N GPI 25 X 9-1/2" 0 16' O.C. F.J: 9-1/2" PRO 130 0 16" O.C. (4) 1-3/4" X 11-7/8" GIRDER — — — — — — PROVIDE ACCESS _ TO EXT'G DASENENT— NEW VENTED S FOUNDATION DAMPPROOFING FOUNDATION DRAINAGE CRAWL SPACE s Existing Foundation Wal m Install�erfaated pipe around entire concrete FOUNDATION/CRAWL SPACE DECK FOUNDATION = o shall be dompproofed from the lop of the foundo'an, water to be dischoryed by gravity _ foot gg to the finish grade as (dors: into new DRY WELLS to be located one each at HW FLOOR TO MATCH EXISTING - 1�2" rtlond cement Parching with a 3 4' SUEfLOai, NAILED AND CLUED ((2) 2X10 AOC GIRDER a�, Po fm 9 the north and south side of the house. ( ON 4"X8' AOC POST �>� - bituminous coating I �& DATE: 10/20/2003 EXISTING Peda Todd oofp� to be installed on 2 inches 9-30 I PRO 130 FLOOR JOISTS 0 16' O.C. ON 1'-0' DIA SONATUBE 8' Existing Foundation Wall IMURL and covered with not less ` R- INSULATION SCALE, 1/4' = I•-0' shall be dompproo(ed from the topof the fooling BASEMENT than 6 inches of the some some motorial 2'%6'AOC BLL ` ' 2' CONCRETE DUST COAT NEW DRAIN PIPE 6 MIL POLY VAPOR Roo ON COMP. GRAVELMIN. 36'BELOW FINAL GRADE, 0 17777/ Q 1'-4' X 8' POURED CONIC. FOOTING W/ KEYWAY i BEAR ON UNDISTURBED SOIL) CROSS SECTION SILL SFA. TERMITE SHIELD s On MANE EXISTING STRUCTURE I PROPOSED ADDITION I SECTION A-A A - 5 o DWG. NO I ®� PROPOSED ACCESSORY BUILDING & LIVINGROOM EXTENSION ICE SHIELD UNDERLAYMENT OF THE REQUIRED - 24" FROM EDGE HURRICANE CLIP - TYPICAL. ALTERNATE POSITION OF H3 SHOWN)CLIP ORL'N HURRICANE CLIP USE SIMPSON H3 RESIDENCE ORIENT, NY SIMPSON H2 HURRICANEHEADERo CLIP NAILED. FROM PROVIDE 8d COMMON o RAFTER TO STUD. - NAILS @ 4" O.C. AT ARCHITECT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 9 5 - 8d NAILS EACH END SHEATHING. m FRANK UELLENDAHL GROPORT, NY 11944 EXTEND 3169441 APA RATED PLYWOOD TO TEL 631-477 8624 EXTEND TO TOP OF TOP I CE PLATE. FAX: 631-477 2997 g OWNER RIW(A h ANGDOR ORUN 1470 PLATT ROAD 3 ENLAY.11957 R.O. FOR SLIDER SHEAR WALL \5 W•UEZ(f' ice\ WITH DBL. CORNER POST (3) SIMPSON LTP4 C\ Q T PER DOOR OPENING C>', CONNECTING SILL PLATE —I I -- TO RIM BID �S q — 1 1/4" WIDE — 20 GAGE ME AL STRAP 048" OC. MAXIMUM. , Q o `z -SILL PLATE b 1 --TOP OF FOUNDATION (WRAP 4dN NAILS ST)AP 4 - 8d NAILS w AROUND SILL PLATE f a a l AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE METAL STRAP ® 48 OC. SUBFLOOR i s U NAIL SHEATHING TO SILL PLATE IM tJVAHU HIM BOAKU •� 8d NAILS ® 4" O.C. a N (2) #5 REBARS M :.?,1%f.''.'�.'i.:!';i�:�-t .',3"LTn;il::•.:Y� p:w: 4'Ji},'�•7s�i,".�i• :s7.•, 7 •�.r Z'J: �:;'.x'•: ate" r i4.i:..f:t�t �r•; 2 x 6 SILL PLATE }.�tUI:Sl7:r��} N ' �5' k�":. Yri at21�;T. n��,iE:t4v-r .t.'4•" CiiT••...:.r,:,ri..�t. Gt HDE}:- �:,, ; ^l, ttv O'C'5.....Y,.i-'t:?•1x' s.:!t;�"k�Lr.s ACO TREATED. v'Ovn:;�• •%C y:ivr3i+'<:i:.{: . ••��:.{:E;:t'r'`<t""vti'Y{`s�i;,'•;.�"•cr:...,�w 4'..:. t'•a: ,Tt?e`•..:f.r" 'C*Z;l,''{::w+f.-';1"Ft `�- L.: Y"•L` •4 ^1.,.ry�.. ..:.t.... N^ 4:e':"�' ti '��'' ;tel-.:� •}..�47�-i •4 .'•iJ'.'i`:rh. ,1.�1 t,4�;:'•;ftiiyi.i.•.G^. (:�' Sn.�.i.:j 7j:'H..J'.17.' � •:K: E}i:' •, 'C. :'.: 3 t.l; '° sar. y ..•,.7•:.CiE::i:.:i.i•ri., w I. 5/8" ANCHOR BOLTS ® 48" OC. �y`yi".<�LC'.^ xs.�..�C•J.�•.;,:`!S�CaR�_1'F7 �^'3-.;�'`rl,:�t:.�'t.1°�{:Y"tictv.E..' s71; rd;.;�:tii�E:-... ,e:;[� :�. -� DATE' /20/2W3 / T a:S w>•E - .-?. JGJ v^ '•ti,: CT i .y.. �U .7.. � 10 SEE FOUNDATION :DWG. w/ FENDER WASHER. G. tD: ,.,s.'r�.fk• �;; `r'.?: r�t:4Y '^'Te?tirJ ;S9M�.;':.��C7?,i :t:C '^.sii�;:.; i"�` 't s.i T o FOR DESIGN. .i}- .;��: r }" ,,y;. '{z�i' G" 't'JcY ;�Yt1..J 3:�Y': O•- .r. .A`:;n `°.Y"N:�O `%"+vt z SCALE; N.T.S .ri +•a. '„•G '" ;y` % R t ". .�(.`.^ L,'O'•'"'.^t'' :-L•:aJ'%U 't%U ':F*`a•`iy .�.�:e'y:O;}c}f.%�ia• � f•'.�t•,,, rtlg}:.�t'�U',L••••:»:t'S:v=L�:i•4. ..�'•:fi�...N: ii.�, A `�- l; :O r'. :?eJ:i:-":1 .:r c- 'r '•'...r}it d:.:. u' .�.;•'. _ E._ .:S ;:?Erp rii CRITICAL PATH SECTION ELEVATION FRAMING DETAIL $ W. WE HOLD DOWN + SHEAR CONNECTION CRITICAL PATH g DWG NO A - 6 FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED ACCESSORY Joint Description Nail Sizes Nail Spacing BUILDING ROOF FRAMING & LIVINGROOM 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED X Rafter to Top Plate (Toe- ailed) - 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 1�late Toe-nailed n/ per joist BETTER. Ceiling Joist to Parallel Rater (Fa e-nailed) n� each lap OF THE Ceiling Joist Lops av r Partitions Face-no'iled) n/a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Collar Tie to Rafter TFace-nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( -noiledl+I 2 - 8d each end Rim Board to Rafter End-in 2 - 16d each end � O��'� 3. ALL SUBFLOORINf TO BE APA RATED STURD-I-FLOOR, WALL FRAMING EXPOSURE 1, 3/4 MIN. THICKNESS. ALL EDGES OF i. PLYWOOD TO BE SET ON SOUD BLOCKING. GLUE ANDTop Plate to Top Plate (Fac -nailed) 2 - 16d per foot RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plates at ntersectian Face-nailed) 4 - 16d joints-gach side Stud to Stud Face-noiled) 2 - 16d 24 o.c. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Header to Header (Face-nailed) t6d 16" ox. along edges � ORIENT NY WITH DOUBLE UPRIGHTS, g'-0" AND OVER WITH 1 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 20 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud a 2 - 16d per 2x8 stud o 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Bottom Plate to Floor Joist,Bandjolst,Endjoist or Blocking (Face-nailed) 2 - 16d per foot 0 ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED FRANK VO1BiDAHE 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR FLOOR FRAMING P.0.80X 316 CIRCULATION IN ROOFS. GREENPORT, .8 X944 Joist to Sill To Plate or oder (Toe-nailed) 4 - 8d per joist TEL 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Bridging to foist Tce-nailed 2 - Sd each end FAX: 631-477 2997 stairs etc. ) OR AS NOTED ON DRAWINGS. Blacking to Joist 4Toe-mile 2 - 8d each end Blockingq�to Sill or Top Plate ( Tae-nailed) 3 - 16d each black OWNER Ledger-Strip to Beam (Fac -nailed) 3 - 16d each 'gist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Joist on Ledger to m FT-nanailed 3 - 8d T PARTITIONS OR AS NOTED ON DRAWINGS. ) per 1o!st RNHA h ANGDOR ORUN Band Joist to Joist End-nailed) 3 - 16d per asst 1470 PLATT ROAD Band Joist to Sill ar Top Plate (Toe-nailed) 2 - I6d per loot 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED 14 WITH RATED GALVANIZED METAL CONNECTORS BY ROOF SHEATHING "TECO' OR APPROVED EQUAL. W.UEL4 y� Structural Panels 8d 4" o.c. perimeter zone other 6 o.c. edges of C 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interiorof panel h BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Diagonal Board Sheokhing " f� SHALL RECEIVE 5-100 NAILS AT SILL AND PLATE. 1" x 6 or 1 x 8 2- 8d per support ALL EXTERIOR NAILS SHALL BE GALVANIZED. I x 10 or wider 3 - 8d per support CEILING SHEATHING 10_ PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. Gypsum Wallboard 5d 7" edge / 10" field o INTERMEDIATE. WALL SHEATHING w 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels Sd 6" edge / 12" field 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 s CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 9 TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE G psum Wallboard 5d 1" edge 10; field CLIPS AT ALL PERIMETER JOIST TO GIRDER Hardboard 8d 6" edge / 12held CONNECTIONS. Particleboard Panels Bid 6" edge / 12" field S 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing " o PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6"oair or 3 - Bid support HEADERS I" x 8 2 - 8d per support a PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10 — HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR SHEATHING �LB AS PER MANUFACTURERS RECOMMENDATIONS. WEB DATE: 10/20/2003 STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels SCALE BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 1" or less 8d 6" edge / I�" field LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than 1" 10d 6" edge / 6 field PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Diagonal Board Sheathing 3 FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS 1" x 6"or 1 " x 8" 2 - 8d per support 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 ed e. If wall sheathing is nailed r OYl6. NAME GALVANIZED MACHINE BOLTS ® 12" O.C.. 3" on-center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. A - When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to DWG. NO be reduced to 1 - 1bd nail per foot. ©� m PROPOSED ACCESSORY BUILDING & LIVINGROOM EXTENSION OF THE ORLIN RESIDENCE a ORIENT, NY 0 9 ARCHITECT m o FRANK LIELLENIM P.O.BOK 316 1 GREENPORT, NY 11944 TEL 631-477 8624 g FAX: 631-477 2997 OWNER RM(A A AVIGDOR ORLIN 1470 PLATT ROAD 3 IIIIIIII III HIM 11 ULLU LL 11 111 11 11 1 11 11 111 11 H 11 111 11 1 1 1 11 11 11 11 11 11 1 11 111 1 111 mil I 111 11 11 11 111 11 111 11 111 11 1 Z N � Z sa 8 I II I I s I I II I I I I II I I I I II r -1 �o DATE: 10/20/2003 L — SCALE: 1/4' = 1'-0' l i EXISTING STRUCTURE PROPOSED ADDITION N WEST ELEVATION I I II I § _ _ u WEST ELEVATION e� PROPOSED ACCESSORY 12 BUILDING & LIVINGROOM EXTENSION OF THE ORLIN RESIDENCE I Jill ORIENT, NY 9 ARCHITECT o FRANK UEILENDAHL Z5 P.0.130X 316 GREENPORf, NY 11944 TEL: 631-4118624 4 FAX: 631-477 2997 OWNER HNKA h AMOUR ORUN 1470 PLATT ROAD s ORI 957 �5 .UE1.4 ij F A1 11 111 Mill 11 Hillprim. . + � I gill I j z � w a s a m V 8 `v w N D WANDBORNE DEBRIS PROTECTION SCHEDULE I I I I & DATE, 10/20/2003 PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS = _ _ _ _ _ _ _ _ SCALE: 1/4' = V-0' OF WN 7/16 INCH WITH 2-1/2 06 6 SCREWS, SPACING: 12 INCHES, ARE TO DE PRIMED TO COVER THE GLAZED OPEWNGS OF THE PROP08ED EXTENSION 3 a x� SOUTH ELEVATION EXISTING STRUCTURE i PROPOSED ADDITION Iii SOUH ELEVATION S NAME - - - - - - - - - - - - - - - - - - �� A - 9 - - — — — — — — — — - -L — — — — — — — — — — — - - - - - - - - - - - - - - - - - ®� — — — — — — M. — — — BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: -7/) /03 APPLICANT: A,V l�.I�2rt (71Cw o DATE SUBMITTED: 6 /Z /03 SCTM#DISTRICT: 1,000, SECTION: 2-4 BLOCK:1, LOT: to 3 SUBDIVISION: nl /t ADDRESS: 14-+0 1? 4A ?_e\, CITY: Or 4v* ZONING DISTRICT: Q 120 CONFORMING? YM BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y ORS BP ;:y -Z/C/o Z- Yylb INFO /BP=S -Z/C/0 Z-aA(4 S 2, INFO W/D BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED Na NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/82 REQ. LOT SIZE:' ' ACT. LOT SIZE:► ""'REQ. LOT COV. ACT. LOT COV. REQ. FRONT Go PROP. FRONT ✓ REQ SIDE 30 J6D ACT. SIDE ie REQ. REAR__vy BROP. REAR ,i REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION"►AS iyc# A61'D\'11w% ESTIMATED PROJECT COST: T/ENGINEER: Ul"ej s6A WATER FRONT? _DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES oreVBED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o) NEW YORK STATE DEC: PRE-DEC 9/1/75 YES ollfM DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES oi® DTE_ / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or(B) DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA):- YES of NEW YORK STATE CODE COMPLIANCE (SE PAGE 2) S r NO NOTES: A C0,4414 N - FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: ISS SF FEE FEE FEE 1. ( SF)- (SF)= SFX $ =$ +$ +$ = s 10 2. ( SF)- ( SF)= SFX$ -=$-+$-+$-= $ 3. ( SF)- SF)= SF X $ FINAL TOTA : $ O 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 Of Decay: S-M Design Temp: 11 / Ice Shield Underlay:YES / Flood Hazards: l USE/OCCUPANCY CLASSIFICATION: e HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: GJf DESIGN CRITERIA: ENGINEEREDM�� FULL FRAMING DESIGN ELEMENTSON / hEADERS: 'Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS49/N LIIVVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS&N ✓ EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N / NAILING/CONSTRUCTION SC EDULE&IN MEANS OF EGRESS: PLUMBING RISER DIAGRAM: YRS LOCATION OF FIRE PROTECTION EQUIPMENT:ON / TRUSS DESIGN: Y/0 CERTIFICATION: Y/A ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)