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HomeMy WebLinkAbout29512-Z -FORM NO. 4 TOWN OF SOUTHOLD _ : BUILDING DEPARTMENT .Office of the Building Inspector Town Hall Southold, N.Y. j CERTIFICATE OF OCCUPANCY No: Z-30042 Date: 02./.23/04 I THIS CERTIFIES. that the building ADDITION Location of Property- 58 CHICKADEE LANE GREENPORT EEE( (HOUSE NO.) (STREET) (HAMLET) "County Talc Map No. 473889 Section 35 Block 1 Lot 25 Subdivision Filed Map No. Lot No. e .conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 20, 2003 pursuant to which Building Permit No_ 29512-Z dated JUNE 23,. 2003 Y. was issued, and conforms to all of the requirements of the applicable 'y . . provisions of the law. The occupancy for which this certificate is issued is SCREEN PORCH ADDITION. TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PECONIC LANDING, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A "ELECTRICAL CERTIFICATE NO. 83651C 01/21/04 PLUMBERS CERTIFICATION DATED N/A 4 Autho4Xed Signa ure I t Rev. 1/81 4j.;, FORM NO. 3 TOWN OF SOUTHOLD \\, BUILDING DEPARTMENT Town Hall Southold, N.Y. i i BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) i { PERMIT NO 29512 Z Date JUNE 23, 2003 1 } Permission is hereby granted to : GLENA JAGGER 6 458 CHICKADEE LA r GREENPORT,NY 11944 'N for E :CONSTRUCTION OF A SCREEN PORCH ADDITION TO AN EXISTING SINGLE I FAMILY DWELLING AS APPLIED FOR r at premises located at 1205 MAIN RD GREENPORT County Tax Map No. 473889 Section 035 Block 0001 Lot No_ 025 pursuant to application dated JUNE 20 , 2003 and approved by the Building Inspector to expire on DECEMBER 23 , 2004 . Fee $ 150 . 00 Authorized Signature `� I I ORIGINAL `rt' x'91712003 6'1:0b GTI-477-2997 F 11ELLENDAHL RA PAGE 02 CY j TOWN OF SOUTHOLD 3° _ ?D� h BUILDING DFPA TMtNT `EB 2 3 1 \`1tN'Aq TOWN HALL 765-1802 _ _ ....` . j APPLICATION FOR CERTIFICATEOF OCCUPANCY ' i I This application must be 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 r topographic features. 2. Hilal Agproval from Health Dept. of water supply and sewerage,disposal(S-9 Form), 3. Approval of�electrical installation from Board of Fire Underwriters. 4. Svrom statement fromplumber certifying that the solder used in system contains less than 2110 of I%lead. 5 Cozzauaercial building,industrial building,multiple residences,and similar buildings and installations, a certificate ? of 02ode CbnVIianee from architect k.engineer responsible for the building. 6. Stibtnit Planning Board.Approval of completed site pian requirements. B. For C3FISt7IIg buildings(p'it to Apr-d 9,1957)non-con#'urming uses,or buildings and"pre-existing"land uses: a 1. Accurate survey of property showing all property lines, strep s,building and unusual natural or topographic feiYfitres. k 2. A pipperly completed application and consent to inspect signed by the applicant.I£a Certificate of Occupancy is dermad,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$25.04,Businesses$50.00. 4 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of,Occupancy-$:25' 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) /� L Location of Property: 11 House No. Street Hamlet Owner or Owners o€Property: �/Zs• tY�z</+Q �0-7n e78 Suffolk County Tax Map No 1000;Section 0.3, Block V C0 / Lot C ��7 Subdivision Filed Map. Lot: permit NO- JF9t 1e2 Date of Permit_ tp /Zdr3 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for- Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature cod 30® Lf r I _ J 'ase Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 1/21104 375 Dunton Avenue 83651C I East Patchogue, New York 11772 I _ (631)286.6642 — Issued To: Mike Stienmuller Street: 58 Chiekiadee Cane Villager Greenport Zip 11944 Town: Southold Sectton: ' Block: Lot Contractor. Shore Power Etectrlc Contracting -- U6. # 31697-ME } Was examined and found)to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor X Indoor ❑ Basement ❑ Hot Tub Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor E Outdoor EXI Addition [ Survey Switches Receptacles Fixtures GFt Heaters A/C Fans 4 3 1 z Dishwasher WasherlAmps Dryer/Amps Oven Range/Amps Microwaves .51 Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: fi s Other Equipment j Hugo S. Surdi President I � j I Rough Inspection: 01/20/2004 Inspector: Sean P.Hightower Final Inspection: 01/20/2004 Inspector: Sean P.Hightower This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 1 i' 'w. B—UALDT Applicant Date. Owners Name: Cote c ) Reviewed: J' 3 t� Architect Date Engineer: .E` L�Pp � Submitted: fa/�/&3 SCTM #: District: LOW Section: -35 [3lock: �_ Lot: jProjectSu bd iv ision Location: _ _ Name: - Sin&le & separate Required certification: (Yes/No) - Rcq. �- /mune i7iztricc Jt,ot Slzc: __ .Aqua(; [ [Lol savci�yc Nropaskd Req. Req. (t rapt,Yard Prop�cd. [Side Yard Proposed:GJ [Rear Yard Prapooed £�" ' Project Description: I J A .ENCUERMITS Permit REOUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. f Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: �s�Y )C e !76 ote i NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Loads 45 Wind Speed:120A _L Seismic Design Category:B Weathering: Severe Frost Depth:36" / Termite:M H__,Decay:S-M Design Temp:11 Ice Shield Underlay:YES--Vo Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: 11A TYPE OF,,CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P( SCRII'TI�/ FULL FRAMING DESIGN ELEMENTS: YfN/ HEADERS:IN WALL STUDS:Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N 4 LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N r LIVE:YIN DEAD:YIN SNOW:Y/v SEISMIC:Y/N WIND: ' WINDOW AND DOOR SCHEDULE: t MISSLE TEST REQUIREMENTS:YIN EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N a VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N� { MEANS OF EGRESS: Y/N Ij $ PLUMBING RISER DIAGRAM: Y/N 1 LOCATION OF FIRE PROTECTION EQUIPMENT:Y/NJ)I " TRUSS DESIGN: Y/N �� CERTIFICATION: Y/N[/ ENERGY CALCS: Y/N 0/4 'i TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) .i M-1802 'I BUILDING DEPT. INSPECTION [ ] FOUNDATIO IST [ ] ROUGH PLBG. FOU TION 2ND [ ] INSULATION MING [ } FINAL j ] FIREPLACE & CHIMNEY � REMAR S- t YE j` �f KD III DATE 3 INSPECT 77I i I w 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INS L.ATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: D - II \ DATE O /S 03 INSPECTOR L_.,_._. ��-...,.�...a_..�.,.....>s.... —....R..-....yam.. ..�_w_—_.—__. FWLD INSPECTION REPORT DATE COMMENTS " FOUNDATION(1ST) I - j ------------------���_� G FOUNDATION(2ND) i z ROUGH FRAMING 8c PLUMBING ' ` r I y.. 11 � 11 INSULATION PER N.Y. STATE ENERGY CODE •{�� FINAL II ADDTiTONAL COMMENTS O z. ---------------- m z _ y O x d iv iv vr'atrt L -, bU1LDINU?hF ltt Ikl'YLl( E 11UN CYIl tKLIS' $ULLDING L fl`1X4EN - ' Do you have ar need the following,,before applying TOWNHAI✓ }' 1 Board of Health SOUTHOLD, . 1'197`11 2 f) M 3 sets of Building Plans TEL: 7b5-1%U,2 Survey E T NO. Check Septic Form Trustees Examined 6L>3 ,2003 Contact: Approved, 20 03 Mail to: —P U�LLrI I7G7NC Disapproved a/c �Jcaai f1�a�TL Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date i�Z/.riC !w 200 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 a Certificate of Occupan is issued 6y the Building Inspector, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk-County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, of alterations or for removal or demolition as herein described. The f applicant agrees to conply with all applicable laws,ordinances,building code,ho u 'n c e, and regulations;and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name, if a coiporation) (Mailing address of applicant) j ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder s��CN'1.7i�G7� Name of owner of premises t IR6- 6-66,:X1A ��} �� A!R-0tl1e-- Z-AM 1,AJ& (as on the tax roll or latest deed) i1If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. fSG�I l,US7gLfi177pltywz D- / Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4a8 cfftG7� ��=J'lCv�ol��< <CfY House Number Street Hamlet County Tax Map No. 1000 Section Block Stade existing use and occupancy of premises and intended use and occupancy of proposed corisitcironz a. Existing u;e and occupancy ... 454--i y77r C b. Intended use and occupancy S. Nature of work(check which applicable): New Building Addition V"�' Alteration Repair Removal Demolition Other Work ,r (Description) 1, Estimated Cost l�i��'�; °�—' Fee `— � (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars i If business, commercial or mixed occupancy; specify nature and extent of each type of use. I rr Dimensions of existing structures,if any: Front -7 Rear S7 Depth Height 22 �4 Number of Stories j I Y r I Dimensions of same structure with alterations or additions: Front Rear �r Depth -/ter Height 22�-!� Number of Stories rr ( / n �( Dimensions of entire;new construction: Front - Z Rear �7 -- 1 Depth -� Height Nom`-� If Number of Stories I Size of lot: Front Rear Depth 0. Date of Purchase A_:74,Xy€ ' 703 Name of Former Owner 1. Zone or use district in which premises are situated 41D A 1 Does proposed construction violate any zoning law, ordinance or regulation: /`J® 3. Will lot be re-graded !C1(1 Will excess fill be removed from premises:. YES+ NO 4. Names of Owner of premises 4'—Z4X/A 7A e-% ,address 159a1466a--fee ZO Phone No. t�77. -3.5;20 Name of Architect F GPk5_Vl_ dZeMeW/ Address./��` �1� ,P "'Phone No Name of Contractor lYla, 1V AJAIIf,#014 Address 12V5?�e 4 /ly& Phone No. 7Z7 . 9403 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: :OUNTY OF 6_!1� -7ZWA,rZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, 'd)He is the -724141-IFrT— (Contractor, Agent, Corporate Officer, etc.) C said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be erformed in the manner set forth in the application filed therewith. wornto before me this _ 0 da of 20 N ary Public Signature of Applicant LYNDA M.BOHN NOTARY PUBLIC,State of New York No.01806020932 Qualified in Suffolk County— Term Expires March 8,20, L_'i Frank W. U dIwWahi Architect PO Box 316, Greenport,NY 71944, tel:631.477.3624 fax.-631.477.2997 emcdL4uellend@optonline.net June 18,2003 Client: Mrs, Glena Jagger Peconic Landing 58 phickadse Lane t,reenport,NY 91944 BUILDING PERMIT'APPLICATION Screened Addition to Cottage#58, Peconic landing,Greenport PLAN REVIEW RESIDENTIAL_CONSTRUCTION Enclosed are three new sets of certified construction drawings designed in accordance with the New Building Code of New York State. - Use and Occupancy Classification : R-3(Detached one-Family Dwelling) Height and Fire Area:N/A Typeof Construction:platform construction for conventional wood light-frame construction • Design Criteria :- Prescriptive Design as per American Forest and Paper Association Wood Frame Construction Manual(WFCM)for One-and Two-Family Dwellings R3012.1.4i Exposure Category B, suburban,wooded area, Mean Roof Height: 17 feet R301.24)Basic Wind Speed : '120 mph R301.2 5)Ground Snow Load :45 psf R801.4 Live Loads-Deck: 40 psf Window Schedule: N/A - Nailing/Connection Schedule: see DWG A-5 - Energy Calculations N/A I hereby state that the:information provided above is true to the best of my knowledge. ,�E,FLED AAC UE(��y� � o i rankUeilen Copy., Building Building Department Peconic Landing at Southold,Inc. SCREENED GENERAL NOTES PORCH.: ' ADDITION I ALL40RK MAT€RIAL—AND-E4UIPMEN�SHALL-BE—I — i - --- -- — ACCORDANCE WITH THE NEW YORK STATE UNIFORM ` OY N NN ��yy STERPO DS CONSERVATIONE'COAE.TWD LOCA�AUTHORI IESENERGY COTTAGE 5$ �._ ' 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A r MINIMUM 28 DAY STRENGTH OF 3000 PSI i 5 - .�! ;PECONC �C '�I 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- LARCH STRUCTURAL GRADE 2 OR BETTER. - LANn 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 4Y�N� STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS, EXCEPT AS N65 ON DRAWING. ROUTE 25 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND n GREENPORT, NY FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND G, E CONDITIONS TO BE r g ARCHITECT VERIFIED 8Y CONTRACTORSSI PRIOR TO START OF ' K CONSTRUCTION AND ORDER N OF MATERIALS THIS i , P,OLO 318 FOUNDATION HAS BEEN DE IGNED FOR A SOIL BEARING CAPACITY OF TWO j2� TSF AND GRADES ' CREENPORT, NY 11944 LESS THAN 5%. CONTRACTuOR SHALL VERIFY THAT -_ TEL 631-477 8824 THESE CONDITIONS ARE MET: ALL FILL BENEATH "-" FAX: 631-477 2997 _ CONCRETE SLABS TO BE COMPACTED TO 957 RELATIVE DENSITY, FE31 E6 OWNERJ. 7. ALL HEADERS 6.0 FT iN LENGTH AND OVER TO BE -__ Mrs.Gleno Ja99er SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER - -- —' PECONTC LANDING BY TRIPLE UPRIGHTS. ALL HEADERS TO BE iS w 58 Chickadee Lane 09 MINIMUM OF 2-2z6 OR AS SHOWN ON DRAWING. - - - �sr UVATM GREENPORT, NY 11944 8. PENETRATIONS IRESTOPPING AT ALL LEVEL . T 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. 10. DO NOT SCALE DRAWINGS. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- - ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION SUPERVISION OR ADMINISTRATION OF 3' ' z THIS CONSTRUCTION PRbJECT. FEDERAL STATE ; ID LOCAL ZONING AND BUILDING CODE CDMPLIANCE x• '•I ''F' r SHALL BE THE RESPONSIBILITY OF THE "- CONTRACTOR. _ 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO y, a FACILITATE CONSTRUCTION AND SHALL NOT 8E - CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 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 CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. SCREENED PORCH ADDITION TO THE OYSTER PONDS COTTAGE 58 5C�F• 06/16/2NIS NY 11944 GREENPORT, 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PECONIC LANDING, _= TITLE SHEET INSURANCE NECESSARY TO PROTECT THE ENGINEER s . AND owNER. BUILDING PERMIT APPLICATION i GENERAL NOTES 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS ��x UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. JUTS'(O, M03 'gti; DWG NAME A - 0 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 -DWG NO SCREENED PORCH AMMON TO THS OYSTERPONDS COTTAGE ro Pei w PECONIC P Fc "i 34 3 3Y 3, 62 :'LANDING A� GREENPORT, NY 7 4 ?� a vcQI,i}1117��t1Rll ti . Q ARCHITECT FRANK OELLENOANL .e•.av mat®eaw - ��+ %, f',� �'.. P.O.60X 316 • b G REENPORT, NY 11944 2s/ 2 Zt O Y 66 TEL 631-477 0624 ' g I 1VVJ U, FAX: 631-477 2097 e- 49- 6r r _ yQ / I e 41 Airs Glen a Jaggger t` r PECONIC TANOINCr� . r IS 3 PZ !1 E2 and 56 CRTkedee Low ' 71� GREENPO ,NY )40 F LINO NEW PEDESTRIAN PAIR � a 95 1i �,�I. Public/ � Se�rtl--Ptvva'te Course yam l i &ry ae $recknociS lllli � Hai{ O DATE 06/16/2003 rye �w�e Ai SCALENTS ,MAS t !Y LOCATION PLAN QWQ. NAME W.NO _ � SCREENED ROOF PORCH ASPHALT SHINGLES TO MATCH EXIST'G ROOF FOLLOW MANUFACTORER�S GUIDELINE FOR INSTALLATION: >^ IN 12OMPO REGM: 6 NILS PER SHINGLE REQU'D — ADDITION _-- - --- CDX PLYV000 SHEATHING Xa`ROOF RAF1ERs® Is" . . -- CD� OYSTERPONDS NO 1'4 VENTED COTTAGE #' $ P-6"VENTED QV. VENTED REMOVE'CA 2'-6"WIDE PORTION MATCH EXIST C. VENIEO SOFFlT,FACIA DD&CUTLERS OF EXISTING SHEATHING - SO RAFTERS CAN BE FRAMED TO RIDGE BOARD WITH A VrA WALL GUSSET PLATE AS ATE PE��N4�R 2"X6"STUD 0 16"O.C. G V 11►R 5/8"Cox PLYWOOD 0 LANDING WRAP CEMENT BOARD SIDING TO MATCH EXISTING ; 7/16"- MINIMUM PANEL THICKNESS REQUIRED ' ND msuwnON REQU'D n� o pt ROUTE 25 � � SIDING: GREENPORT, NY EXISTING ROOF �/ CEMENT ARO SHINGLE S ARCHITECT ' 9 MEAN ROOF HEIGHT: 17'-0" FRANK UELLENDAHL �a - - - - - - - — � R0.9OX316 Q GREENPORT, NY 11844 TEL• 631-477 0624 FAX: 631-477 2997 OWNER is Dc. + Mrs. Glenn NO DrHNEWn ,2x6 + + PECONIC LAN � 5E) Chtckndeelann ` a 11944 + , , + VENTED RL SDmf TO MATEKsrn •,- + , , 3xas - W• ,( U Rc c I NAPPPFn N SJ4 PVC , WAxWPEDDINSi•PVL �F .� , , I I E ST'C DOOR 7C r '.�. I � ' I I I ',,� . o {+,4.1 I I y�y ,pp/�/ CONI. E�pL FASHING ;. .,,;, iV «J 4S 5 a /0 EXIST'G 3/4"PTC14 To ORAL GRADE o DINT . ' ' (2)WN suPmm P O.C. RICK) INSULATION EXP.J 9'-11/2° ,, ryryE I d� �; GATE; 06)16/2003 �. �1,_4"� - - - - - - - - - - - - - - - - - — — — — — — — I - - - - - - - - - - - - - - - — — SCALE• 1/4' = 1'-0" 1 FOUNDATION II 1= PROPOSED 6"CONCRETE SLAG ON GRADE W/ 4 REBARS C OSSWI$E, I 24°D.C. - PITCHED TO 2"COANUOUS 0RW I SECTION A—A 6 MIL POLY VAPOR BARRIER ON COMP,GRAVEL 1-4" X 8"POURED CONC. FOOTING W(KEYWAY c' I FOOTINGS SHALL BE 36"BELOW FINISHED GRADE I- MINIMUM I,,, a OWG NAME FOOTINGS SHALL REST ON UNDISTURBED SOIL I I z i A 3 PROPOSED ADDITION EXISTING STRUCTURE I SECTION A-A DWG. NO - I SCREENED PORCH _ - SCREEN PANELS / SCREEN DOOR -- � Will 14 Mullion Bar to be SEE NAILING SCHEDULE AND DESIGN CRITERIA DWG A - 5 � "ligne I h eztenarwr window sill - n c nt5 T� Screen Wire: Fiber4- .hOrcoal p \osfa REMOVE CA 2'-6'WY6E PORDON VYSTLRF'yNI�S Frame Extrusion: T-3f 16 Aluminum, Charcoal 13 Jp°9 ��� VISAING SHEATHING SO RAFTERS INSTALLATION METHOD TO BE APPROVED BY ARCHITECT c � eE ERAMEp TD RroCE BOARD COTTAGE # 5$ wlnl A cussEr PLATE As a nE w - , VENTED VINYL SOFFIT 2 Q �V — 1 ROOF RAFTER CONNECTION REQUIREMENTS _ /� i/►" TO MATCH EXSYG 6� 5 � ti'ti� WFCM TABLE 33 u, PEVONIV INSTjp�NNUNG STRIPS - - - -1 CONNECTOR UPUFE LOAD: 427 PLF. j NAILING FOR SOFHT SHOULD CONNECTOR LATERAL LOAD: 339 PLF - ♦1 11 UD��'rn �G/� NOT EXCEED 12"O.C. LOUVER CONNECTOR SHEAR LOAD: 280 PLF 1- IN HIGH WIND REGION ° o SQ HURRICANE TIE ROUTE 25 �o GREENPORT, NY RAFTER TO HEADER 9 LATERAL AND SHEAR CONNECTION 9 FRANK UCH OrHL WFCM TABLE 3.3 A - (PRESCRIPOVE,ALT.TO TABLE 3.3);- 10 F7 WALL HBGHT p KNEEWALL P,O.60X 316 4-9d COMMON NAILS (TOENAILED) REQUIRED GREENPORT, NY 11944 2X6 STUDS @ i6" O.C. IN EACH RAFTER AND HEADER TEL: 631-477 8624 FAX: 631-477 2917 INSTALL CEILING FAN EXISTING UPLIFT STRAP CONNECTIONREQUIREMENT OWNER RECESSED LIGHT FIXTURE ATTIC (ROOF TO WALL/POST) UREIC NE TIE WFCM TABLE 33 B - (PRESCRIPTIVE ALL TO TABLE 3.3)- 10 FT ROOF SPAN Mrs. Glena Jagger 4-8d COMMON NAILS IN EACH END OFPECONIC-LANDING 58 Chickadee Lane X 20 GAGE STRAP GREENPORT, NY 11944 4X4 POST CAP _ _ _ _ ---4. HEADER: Q A 3 X 8.25 GLUED=LAMINATED BEAM III Ll I WRAPPED IN 5/4" PVC BOARD HEADER CONNECTION REUIREMENTS ti MR FUTURE WNDQ OW INSTALTAUON - ONVERSION SUNROOM (� 40 POST III WFCM TABLE 35 WRAPPED IN 5/4" PVC BOARDr " w CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS 4 UNIT UPLIFT LOAD: 347 PLF cD II I I EXI T'G D00 REQU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LBS 1 1 - 1/4" X 20 GAGE STRAPCn o x -00 9-100 COMMUNIS INTO HEADER i w I I I 9-100 COMMUNS INTO STUD „{ o UNIT LATERAL LOAD: 254 PLF I REQU'D HEADER CONNECTION LATERAL CAPACITY: 762 LBS w Co 5-16D SINKERS THROUGH JACK STUD Q 5-16D SINKERS THROUGH KING STUD MB w II N 1I FOR FUTURE SUNROOM CONVERSION v II SILL'PTATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING LATERAL & SHEAR LOADS d�. WFCM TABLE 3.2 A 2 DATE: 06/16/2003 EXISTING 5/8" ANCHOR BOLT @ MAX. 46" O.C. - SCALE: NTS CONT. META FLA FLAHINC LIVING ROOM w 1/2" ��3/4` PITCH To o AIN POST/SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING UPLIFT FRAMING DETAILS _ �w WFCM TABLE 3.2 B _ 5/8" ANCHOR BOLT @EACH POST (MAX, 57" O.G.) o DWG. NAME SCUPPER 5/8" ANCHOR FOR 4X4 POST BASEA - 4 2 - 5 REBAR 7' ANCHOR EMBEDMENT 1N P.QYRED CONCRETE o 1" RIGID INSULATION / EXP. JOINT 18" EMBEDMENT IN CONCRETE BLOCK DwG NO €�7< SCREENED :PORCH _ _ __ _ _ _ _ _ ADDITION TO-T* �. . �TSfiERPOtVDS COTTAGE # 2 E I 4X4 POST AC TREATED as WRAP WITH 4' PUC TRIMBOARD PECONIC TURN BUTTON FASTENERS I EXISTING TO SECURE SCREEN PANELS I MASTER BEDROOM LANDING 1Y-1 1/2' FOUNDATION EXIST'G. OUTLET I ROUTE 25 4,�.2 4' 6° 4'-6' 4'-6° 3'-� RELOCAxE I ,GREENP©RTS NY FUNEF- OF ROOF ABOVE - - _ _ - - - MDSE BIS - - _ - ARCHIT CT a FRANK UELLENDAHL I { PROPOSED SCREEN DOOR CREENPOR 'NY 11944 SCREEN PORCH 2-11 X 6'-8° a TEL: 631-477 8624 { HUNG CEILING FAX: 631-477 2997 CONCRETE FLOOR OWNER o 1 EXISTING Mrs. Gleno dagger \ DINING ROOMsIika dPEcONee Lane i CLG.FAN \ 0 ka1944 I IN — N I 4 I CV I O EXISTING HALF WALL E` i LIVING ROOM EXISTING cLc. HGT: s'-o" GARAGE I I � _ a EXISTING I CIRCUIT SCHEDULE I KITCHEN RECEPTACLES: o I 15A BRK - 14-2 WERE - i tO VOLT ! ELECTRICAL LEGEND 15'-9° I a EXTERIOR HIGH NAT FIXTURE DATE, 06116/2003 Crp WATER PROOF RECEPTACLEOUTLETSCALE 114°DIMMER 1' 0' I $� SWITCH SWITCH PROPOSED 5:7 EXTERIOR LIGHT FLOOR PLAN I E � SURFACE MOUNTED CEILING FAN OWG. NAME I A — 2 4 DWG. NO FRAMING NOTES DESIGN CRITERIA: NAILING SCHEDULE TABLE 3.1 - WFCM SCREENED PORCH Joint Description Nail Sizes NoU Spacing _ I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS _ R=QRC1{31TiUCNRACGRAOE NotOR BETTER: ROOF FRAMING — ADD���ON 2 ALL SHEATHING TO BE APA RATED, EXPOSURE t,5 8"MIN. GROUND SNOW LOAD - 45 PSF. X Rafter to'Top Plate (Tae- ailed) - 11 Height. 10 ft, Spacing 16 O.C. Table 3.3A 4 8d - after —ter - 2. ALESS EA AS NOTED. � LIVE L0A05 - LMNG AREAS - 40 PSF. Caning Joist to top !atg??Toe-gailed n/a er Ioist � OYST �NDJ LIVE LOADS -DECKS - 40 PSF, Ceiling Joist to Parallel Hatter (Fa e-moiled n/a �ach lap COTTAGE 5$ J. •ALL SUBFLOORING TO BE APA RATED STURD-t-FLOOR,EXPOSURE 1, WIND SPEED 120 MPH Ceiling Joist Lops ov r partitions Face-naied) a/a each tap 3/4'MIN THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID SEISMIC DESIGN CATEGORY - 19 Calfar Tie to Rafter ggFore-naied) n/a per tie Blocking to o Rar{ —nailedO 2 - 8d each end L BLOCKING. GLUE AND NAIL PLYWOOD SUBROOR TO FLOOR JOISTS. WEATHERING - SEVERE Rim Board to Rofter�End-nailed) 2 - t6d each endFROSw7� EPTH — 36 4. ALL HEADERS 6-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE TERMITE INEMODE ATE TO'HEAVY WALL FRAMING pECONIC ODUOLE UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS.ALL DECAY - SLIGHT _ ^' HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. ICE SHIELD UNDERLAYMENT REQUIRED NO Top Plate to Top Plate (Feenailed) 2 - 16d ' per foot UNPIN To Plates at ntersection face—nailed) 4 l6d joints och side .C. MINIMUM. DESIGN IN ACCORDANCE WITH AMERICAN FOREST S. SOUR BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR Stud f0 Stud Face-nailed 2 -l6d 24e Die, I BEAMS AS PER N.Y.S. CODE OR AS NOTED 0 8'-D" OHeader to Header (Face-nailed) 16d 16" o,c. along edges i PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOFS. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ROUTE 8 FOR T&2- FAMILY HOUSE Top or Bottom Plate to Stud (End-nailed) 2 - l6dper 2X4 stud GREENPORT NY ) 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS ETC.) PRESCRIPTIVE DESIGN METHOD. 2 - 16d per 2x6 stud o OR AS NOTED ON DRAWINGS, 2 - 16d per 2x8 stud 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTMONS to AIRC I}�,T�G� OR AS NOTED ON DRAWINGS. Bottom Plate to Floor Jofst,Dondjoist,Endjoist or Blocking (Face-nailed) 2 - 46d per fact � FRANK QELLENOAHL ) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED FLOOR FRAMING RUCK 316 GALVAMZED METAL CONNECTORS BY 'TECO'OR APPROVED EQUAL GREENPORT, NY 11944 Joist to Sill , Top Plate or rder(Toe-nailed) 4 - 8d per 'oist TEL: 631-477 8624 9. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A Bridging to Joist Toe-nailed 2 - 8d each'end FAX: 631477 2997 8 MINIMUM.NJ 2X6 STUDS SHALL RECEIVE 5-IOd NAILS AT SILL AND PLATE. Blocking to Jtiist (Toe-moiled 8a each and P Blocking to SIR or Top Plate ( Toe-nailed) - 6d aoch block OWNER ALL EXTERIOR NAILS SHAD BE GALVANIZED. Lodger Strip to Beam (Fa nailed) 3 - 116d each,joist 10. PLYWOOD SHEATHING TO BE NNLEO WITH 8d 0 4"O.C. AT EXTERIOR Joist on Ledger to earn Toe noiled) 3 - 8d per joist Mrs, Glena Jagger EDGES AND 6d 12" O.C.INTERMEDIATE. Band Joist fo JoiSt B(End-netted) 3 - 1fid pet io' PECONIC LANDING Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot ao 58 Chickadee Lane GREENPORi;NY 11944 11. AL.INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING ROOF SHEATHING SHALL BE BY ARCHITECT, 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH Structural Panels 8d 4" o,C„perimeter zone () q C GALVANIZED HURRICANE TYPE CONNECTORS BY 'TECO' OR APPROVED EQUAL. other 6 ox. edges of FOR TIMBER PILE FOUNDATIONS PROVIDE HURRICANE CUPS AT ALL. panel, 12 ox, interior PERIMETER JOIST TO GIRDER CONNECTIONS. Diagonal"board„ Sheaf Ing , 0f pone) r � 13. ALL PRE-ENGINEERED LUMBER SHAD. BE GEORGIA PACIFIC GPI SERIES 1” x 6 ,or 1 x 8 2 - 8d per support 4 support supp WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1 x 10 or wider 3 - 8d p ,. HEADERS SHALL HAVE VMNG STIFFENERS INSTALLED AS PER CEILING SHEATHING MANUFACTURERS RECOMMENDATIONS, WEB STIFFENERS SHALL BE REQUIREDGypsum Wallboard 5d 7" alga / 10"_field AT AU,LOAD AND BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4"LUL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, WALL SHEATHING AND ERECTION RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. ; HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER Structural Panels $d 6" edge / 12' field MANUFACTURERS RECOMMENDATIONS, Fiberboard Panels 7 / 16" 6d 3" edge / 6" field a 25 / 32" Bd 3"edge / a" field � Gypsum Wallboard 5d 7" edge / 10"geld Hardboard 8d 6" edge / 12'" field Particleboard Panels Bd 6" edge f 12 field a Diagonal Board Sheathing 1" x 6"or 1" x 8' 2 - 8d per su port 1" x 10" or wider 3 - 8d per su&part FLOOR SHEATHING a . Structural Panels d- DATE 06/1V2003 I' or less 8d fi„edge / 1�" field SCALE: NTS greater than 1" lad 6 edge / 6 field FRAMING NOTES Diagonal Board Sheathing " 1" x 6" or 1" x 8 2 - 8d per suPport Nailing Schedule 1" x 10" or wider 3 - 8d per support a Design Criteria Nailing requirements are based on wall sheathing nailed 6" on-center,at the panel ed a. If wall sheathing is nailed ' W NAME 3" on-center at t)je panel edge to obtain Higher shear capacities nailing requirements for structural members shall A - 5 be doubled ,-or a ernate connectors , such as shear plates , shallbe used to maintain the food path. 2 When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted to -DWG. NO be reduced to 1 - 1I d nail per foot. m SCREENED PORCH _. . ADU]TION - pROpOS€D-ADDMOa 1 � T0�THS I I OYSTE PON 1T-6' I-COTTAGE # 58 RAKE OVERHANG _ 59 . - RpECON1C I r :-3W " ---� LANDING go ROUTE 25 . I GREENPoRT, NY I ARCHI ECT i. . . i FRANK OELLENOANL \ I i P.O.ROX 316 GREENPORT, NY 11944 �. TEL 631-477 867x1 FAX: 631-477 2997 OWNER Mrs. Glena Jagger PECONIC LANDING Lone . bL�gc - a- hrrG.a .-. concrete p 1 2 4'-6" ad I I SCREEN DOOR SCREEN PANELS 30" X 42 IS 1 4° I 11/4 2'-11° 4° a _ — _ _ _ - - _ - - - - - - - - - - - - - - - - - - - - - - DATE: 06/162003 — — — — u :5 �/4" 1 0 'a 71 6 — 1T 3" EAST ELEVATION SCREEN PANELS EAST ELL ATION -o with 3(4°Mullion Bar to 6e S� DWG, NPM aligneoo with exterior window sill ({ Screen Wife: Fber99lass fJrarcaal n- Frame Extrusion: 1-3/'15 Numinum, Ohorcoal .INSTALLATION METH00 TO AE APPR04E0 8Y pRCNRECT �o OWG. NO Q d SCREENED PORCH ADDITION TO-THE — COTTAGE # 58 fA PECONIIICC NEIN SIDING TO BE PAINTED 9 LANDING MATCH EXIST'G CEMENT BOARD SHINGLE MATCH EXIST,G COLOR ROUTE 25 ROOF. f SIDING: EXISTING ROOF ASPHALT SHINGLE ✓ CEMENT BOARD SHINGLE CREENPORT, NY 1 VVER!!+� �I� ✓� � ARC IT CT J J I I I — — MEAN ROOF HEIGHT: 17'-0" rx8z°1P0o36 / GREENPORT, NY 11944 W TEL 631-477 8624 FAX: 631-477 2997 / OWNER / Mrs. Gleno Joggger ✓ PECONIC LAJ01NG ne y e aj R R 1 I � i a I j S-111/4" 511jp° 3'-111/4" NEW FOUNDATION — - - - - - - - - - - - - - - - - - - - — — — — - - - g �5 DATE: 66/16/2003 t SCALE. 1/4" I I NORTH ELEVATION PROPOSED ADDITION � EXISTING STRUCTURE NORTH ELEVATION I DWG. NAME I � I A - 7 OWG. NO i _ SCREENED PORCH Y ADDITION i TO THE - OYSTERPONOS COTTAGE .#.58 LANDING ROUTE 25 GREENPORT, NY g ARCHITEC PRANK UEUNDAHL ! 1 PAM 316 GREENPORG NY 11844 TEL: 631-477 8624 FAX., 631-477 2897 ------- ------ ------ -------------------- J OWNER + e Y " Mrs. Glans Jagger PECONIC WIG W EBATION S M Chickadee Lane 44 C� t� r a ® s I OEM �� DATe as/I6/2DD3 �� ------- �� ------- �� ------- --------------------- kt!I EXISTING ELEVATIONS NORTH ELEVATION M NAME A - B , E g OWG NO