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Home My WebLink About30124-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: 2-32300 Date: 04/18/07 THIS CERTIFIES that the building ADDITION Location of Property: 15 OSPREY (HOUSE NO.) County Tax Map No. 473889 Section 35 LANE (STREET) Block 1 GREENPORT (HAMLET) Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 27, 2004 pursuant to which Building Permit No. 30124-2 dated FEBRUARY 27, 2004 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 ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PECONIC LANDING AT SOUTHOLD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3028601 04/13/07 PLUMBERS CERTIFICATION DATED N/A Rev. 1/81 ~l'/-~~\.-I .."'- . Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 .~ I 6 2004 r'- APPLICATION FOR CERTIFICATE OF OCCUPANCY 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: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certitying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, ,or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. "I / j 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 Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Date. / ,4t/~t.JDT /G, <2C7lJ"f- . (check one) Location of Property: /5? OsP/Z6y L,q1J6 (3 ~G"cOtUIC. LI9/LJt;1IA.J& House No. Street Hamlet Owner or Owners of Property: R67BG/.2T M,A,eS# i ~R):J h laEe.. Suffolk County Tax Map No 1000, Section g,~ Block I Lot 2. G Subdivision Permit No. ~o 12.4- Filed Map. Date OfPermit.~APPlicant: AlA N/,A Lot: '11!l1IJK 1AELi.E1J OIllfL Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Underwriters Approval: Final Certificate: /' (check one) Fee Submitted: $ 2{3:---- (3.,'-QZ. 7:2 BCC (' Lo-c3,;J..30C) 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. 30124 Z Date FEBRUARY 27, 2004 Permission is hereby granted to: PECONIC LANDING UNIT #15 #15 OSPREY LANE GREENPORT,NY 11944 for : CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1205 MAIN RD GREEN PORT County Tax Map No. 473889 Section 035 Block 0001 Lot No. 025 pursuant to application dated FEBRUARY 27, 2004 and approved by the Building Inspector to expire on AUGUST 27, 2005. Fee $ 150.00 ~ I Authorized C~L,.:.- Signature ORIGINAL Rev. 5/8/02 r;CI. - 5-2L>. IJ [!J.. ~ BY THIS CERTIFICATE OF COMPLIANCE THE ~ ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ I Upon the application of upon premises owned by 3d)Cf;;;'f I ~ DANIEL WILCENSKI ELEC. CONTR. PECONIC LAND TRUST ~ ~ PO BOX 319 P.O. BOX 1776 ~ I SOUTHOLD, NY 11971, SOUTH HAMPTON, NY 11969 I ~ Located at 10273 N. BAYVIEW RD SOUTH OLD, NY 11971 ~ ~ 3028601 ~ ~ Application Number: 3028601 Certificate Number: ~ ~ Section: Block: Lo!: Building Permi!: BDC: ns11 ~ ~ ~ ~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located inion the premises at: ~ ~ Outside, ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code andlor standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 13th Day of April, 2007. ~ ~ Name OTY Rate Rating Circuit Il'w; ~ ~ Service ~ ~ I Phase 3 W Service Rating 400 Amperes ~ ~ Service Disconnect: I 200 cb ~ ~ Service Disconnect: 2 100 cb r.!l ~ Meters: 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ seal ~ ~ ", ~ ~ ~ ~ r.!l 1 of I r.!l ~ .; - - ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the:location indicated. I lil.[!J " "\. '" Fronk W. Uellendohl PO Box 316, Greenport, NY 11944, Architect tel 631-4n-8624, fax 631-477-2997 e-mail: fuellend@optonline.net June 10, 2004 Client: Robert Marsh & Bernard Mickel 15 Osprey Lane Greenport. NY 11944 I,co. "I021JM ! I , I ' C'Y:'~. '-,;:-.";. i Te'''. C" ~'-'.:": ;CkJ ---~.::.-. - - - ".._----~ Project: Addition to the Marsh-Mickel Residence Peconic Landing. 1 5 Osprey Lane Greenport. NY 11944 BUILDING PERMIT # 30124-2 Addition ta the Marsh-Mickel Residence in Greenpart r FRAMING CERTIFICATION The framing and strapping details of the above referenced addition were executed as per architectural details with one exception: the contractor decided to replace the ridge tension straps with L-shaped hurricane clips on each rafter poir. I appraved the change. ~ rank Uellendahl Copy: BUIlding Department owner ~o \ J- ~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY REMARKS: L f~-4 -r.C1~vflt-t~ rJ-<-<J).f)) OlD ~ ~ +-l"; "'-'\ g..~dl.~~ DATE~I(P (Ot( INSPECTOR (" L~ (~:; gD/~1$ 765.1802 BUILDING DEPT. INSPECTION [ ~UNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~.~_-~. - DATE ~ I~, ..2-00$/ INSPECTOR ~4... , ?;b/ );1 ~ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [J ROUGH PLBG. [ ] FOUNDATION 2ND [J ~LATION [ ] FRAMING [ v(FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR~S: ~ A-'- "5. ~~ ~7vec.1t:: u'~ - ,A-"-~. DAT~ 7 ~ ;001' INSPECTOR ~4 /;Ol)-{~ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~- ~-e. Lk. LJ"k~ ~. [ ] ROUGH PLBG. [ vfl;;SULATION . DATE ~ /~ .ko Y' INSPECTOR ~ ~ C7 3v{;)<P(6 765-1802 BUILDING DEPT. INSPECTION [ ] FOU [ ] ROUGH PLBG. [ OUNDATION 2ND [] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP & C IMNEY [ ] FIRE SAFETY INSPECTION ~~ DATE rYyv /s~ -.,. ".. ... ., . .) < FffiLD INSPECTION REPORT DATE ~ COMMENTS W r:JS//6/o ~ f7"" '2Jr t>L:, -.b '-V U ." _I"l .----. ..,.. V~ FOUNDATION (1ST) ...c.- /J / ) ~ 1- .., ~../.x /Z. '" 1//)/2.y~ '-l.. //?- A ~#~ --------~------~-------------------- , , J ~' / )' 4 ~ 5'c FOUNDATION (2ND) Z .?;;~O<:>/0_/,,#- ./~~ .t..~ ~.A2-~ 4.;;' .# ~ j ~L M t1.. ,~ "-<-..' V' ~ .Z :-".0 In. lc;3", .., ROUGH FRAMING & ?~ ~ PLUMBING r-' .., t, (J(,//i 'tit./' /L .i'k-.~ ae ~ c:2-t.-c.... . -h ~ ~ == , " T ;.- (j)~ INSULATION PER N. Y. .., I"l \ ~ .., STATE ENERGY CODE --.. , :> --0 '() 7/:J(iJ p., '/t"..(" r' ~ /:...~...e:. I. At-. ~. - /7 V - . . '""-- I - - , ~/I"'{ bY +~~( '. ~~ /~. r-r ~. t:..IL~;";: FINAL 4::;: "..... I o.t. (cd , - -\:::c, (1; ADDITIONAL COMMENTS ~. C' , f-I , ~.:>:l . ( ~ ~ . ~~ N_ '-;-J ~ 0 .., Vi - 0 Z == { I"l >- \--.. t'" .., '..' == I:l t"i ." :-' TOWN OF SOUTHOLP . BUILDING DEPA~TMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ PERMIT NO. Examined 117 ,20~ Approved ,20~ Disapproved alc Expiration lid 7 , 20 oS- . BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey .30/~V;?-, Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ~uf< Ue/Je.w/aM Po& 3//P.'~t~O(~/J'r'mH Phone: '{?3 .4n Gh2.4- kJ.-r . I Building Insl1ector -- -----.. .....------:-"1. ._._~_.~' -:--"n R r,\ 1,. ~ r: (.. r, [: " (S If, ,', '_IL l'-l_'.'1 "'~ -~-=~. ,] APPLICATION FOR BUILDING PERMIT , fEB 21- " i \ ... \ "~I~,~ Date 'T~g~Vf-)I2Y ~ , 20~ INSTRUCTIONS a, 11lis>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 oflot 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 ofthe 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 ofthe Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, h9 i code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ?JOB 'blw {i.1eU/J}IJd-, IJY //444- (Mai . g addre~s of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A/2CI-Il1l3"Cr Name of owner of premises ~ol3€lZT h;t),eGI-! 'I' Lf;C1zIlJll-lRD r//C.'k;(;;C (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. '3Ug3-H U=:57E.e WRLSf!- Plumbers License No. 1U/9 Electricians License No. Other Trade's License No. I. Location ofland on which proposed work will be done: # /8 06pj2E.'r L-A/lJE; 7'ECDtU7C House Number Street County Tax Map No. 1000 Section Subdivision "30 L,l)/...YD//Jb , Hamlet ' &lZbc~!J.er Block / Filed Map No. Lot 2G" P.i f. .VfJ l '"11 t'~"l Iro ~":'" . ",. It - W3,~'~ "J;cJ~~,<;--:- ,', 'f"<)1':1~ Ift;:j,-aa ~'dj:,!) iF~'.~ :";';'f' rl' (., y ....,,"''" 1-,~........IJ"')"u\i. >, _GS.tyLleiil!Q"] mlJT (Name) ----... .........,." . 2. State existing use and occupancy of premises and intended use and occupancy of proposed constbction: a. Existing use and occupancy R-t="510E;Z.117R L b. Intended use and occupancy g€<E;,It?~'.c;-L 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition ~ Other Work Alteration 4. Estimated Cost JI. 4q, crvv, - 5. If dwelling, number of dwelling units / If garage, number of cars Fee # /(30, ~ (To be paid on filing this application) Number of dwelling units on each floor (Description) .'''- 6. Ifbusiness, commercial or mixed occupancy, specifY 'nature and extent of each type of use. \ .--.-, I c<? I 7. Dimensions of existing structures, if any: Front:::>.<- Rear::;./.<- Height .1/ 2'3' Number of Stories I ,o,Lj Depth 94: S ' , Dimensions of same structure with alterations or additions: Front 52 Depth ~ (;7' Height "- 23' Number of Storie!f'J I Rear (72- ,./ ~c:r:! , 8. Dimensions of entire new construction: Front /7, 5 Height .v Z3' Number of Stories I Rear I 17f7 Depth 1.f'.2.5 ' 9. Size oflot: Front Rear Depth V/7 10. Date of Purchase 03/ ;Zoo4 Name of Former Owner 11. Zone or use district in which premises are situated /t'D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ~ 13. Will lot be re-graded? YES_NO /WilI excess fill be removed from premises? YES_NO /Jf:7 14. Names of Owner of premises !?/9/2..SJI- H I Ck~ddress 1501p;-t:t;'L4-t, tlf Phone No. 730.327,2980 Name of Architect 71z:JI4K b/e/UtuldU/ Address 1'013 3/t" i71' Phone No ~"?,/. 477. ~24 Name of Contractor Le5kr Ubl6tJ Address l'N!J 443.Horid-t!<? Phone No. 651, Zt;;B 37&.7 iV't' /1"'l55 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 :51fo1K.. ) ::rt2,11JJk W. UGUE7vP~L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the AIZ.C/.I /1bCr (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. e of Applicant Sw.;:(l ~efore me t~ \x . dayof . Z. \Jcx..(\_20~ ~~'r~ N t Public BONNIE J. DOROSKI Nota1Y Public. Stale Of New1ll" No.Ol006095328.SuffoI~ Term ExpiresJuIJ7.20~ .'~ "---, , ALL CONSTRUCTION SHALL UEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. INJERWRIlERS CERTlRCATE REOUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FLOOD ZONE X COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. APPROVED AS NOTED DATE: ~;/.;: B.P.' 80 f~C-- FEE: / sO BY.t/;;, ~ tJ --' , NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TC 4 PM FOR THE FOLLOWING INSPECT')NS: 1. FOUNDATION. 'WO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL . CONSTRUCTION MUST BE COMPLETE FOF C.O. ALL CONSTRUCTION SHALL MEET 1ME REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Q1 RESdledc<O p"~~~ REScheck Package Generator Compliance Report Location: Suffolk, New York Construction Type: Single Family Heating Type: Non-Electric Code: New York State Energy Conservation Code HOD: 5750 Builder Name: Custom Island Carpentry Date: 02126/2004 Builder Address: P.O.Box 443, Moriches, NY 11955 Building Address: 15 Osprey Lane, Peconic Landing at South old, Greenport, NY 11944 Submined By: Frank W. Uellendahl, R.A. Phone Number: 631.477.8624 Glazing Area 100 X 86.32 Glazing Area R-Value Description Ceiling Wall Cavity Wall Continuous Floor U-Factor Description Window Door + 855 = Gross Wall Area 10.10% Proposed Glazing Area 10.5% Maximum Glazing Area Minimum R-Value R-38 R-17 R-O R-19 Maximum U-Factor U-O.45 U-O.35 Comments Proposed R-Value R-38 R-21 R-O R-19 Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans. specifications. and other calculations submiRed with the permit application. The proposed building has been designed to meellhe requirements of the New York State Energy Conservation Code. upgrade to R-21 Comments Proposed U-Factor U-O.45 U-O.35 Front door exempt -=H2/.:=n51L LA~I I /=1... 'S7JRl-t( AeafaECr Z(U /04- Company Name l Date 1 GENERAL NOTES 1. ALL WORK MATERiAl, ANO EQUIPMENT SHAlL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. AlL LUMBER SHALL BE G8AQE STAMPED DOUGLAS F1R- lARCH STRUCTURAl GRADE H2 OR BmER. 3. All DIMENSIONS AND G~~E CONDITIONS TO BE VERIFIED BY CONTRACTOR S PRIOR TO START OF CONSTRUCTION AND ORDER N OF MATERIALS. 4. All HEADERS 60 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. AlL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 5. PROVIDE FLASHING AT AlL ROOF BREAKS, CHIMNEY.j, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND OECKS ETC.. 6. DO NOT SCALE DRAWINGS. 7. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION" SUPERVSIONA ,OR ADMINISTRATION OF THIS CON,TRUCTION PRwECT. FEDERAl STATE AND LOCAl ZONING AND BUILDING CODE CbMPLlANCE SHAlL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHAlL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 9. ENGINEER TO BE NOTIFIED IN WRITING OF AlL CHANGES PRIOR TO AND DURING CONSTRUCTION 10. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. II. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGiNEER AND OWNER. DESIGN CRITERIA: GROUND SNOW LOAD LIVING AREAS SLEEPiNG AREA WIND SPEED SEiSMIC DESIGN CATEGORY WEATHERING - SEVERE FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - 45 PSF. - 40 PSF. - 30 PSF. - 120 MPH - B - YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST PROOUCTS WOOO FRAME CONSTRUCTION MANUAL FOR 1&2- FAMILY HOUSE PRESCRIPTIVE DESIGN METHOD. ~__ LL__ ~__ _______-1..\ EXISTING WINDOW SCHEDULE WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HIGH STRENGTH .090" PVB HIGH PERFORMANCE LAMINATED GLASS. THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. THE DESIGN PRESSURE OF THE PROPOSED UNITS is +50/-65 DP. WINOOWS ARE INSULATED AND WEATHERSTRIPPED. SCREENS AND GRILLES IN THE UPPER PORTION OF WINDOW UNITS TO BE PROVlDED TO MATCH EXISTING. WHITE HARDWARE DP UPGRADE KIT REQUIRED FOR W-I WINDOWS. ~__ LL__ ~__ NEW J4 EXT'G PROPOSED _______-1..\ Marl< Size Description Quantity W-I TW2852 DOUBLE -HUNG WINDOW 2 W- 2 FW0608DAPLR FW OUTSWING PATIO DOOR I FW03180S FWO STATIONARY PANEL 2 DRAWING SCHEDULE PROPOSED LIVING ROOM EXTENSION A-O TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A-I SITE PLAN, LOCATION PLAN A-2 EXISTING 1ST FLOOR PLAN - DEMOLITION PLAN A-3 FOUNDATION PLAN A-4 PROPOSED I ST FLOOR PLAN A-5 CROSS SECTION A-6 PRESSURE ZONES - CRITICAL PATH - CONNECTORS A-7 NAILING SCHEDULE - FRAMING NOTES A-8 PROPOSED SOUTH ElEVATION A-9 PROPOSED WEST ELEVATION A-IO EXISTING WEST & SOUTH ELEVATIONS BUILDING PERMIT APPLICATION FEBRUARY 26, 2004 FRANK W. UELLENDAHl, ARCHITECT PO BOX 316 GREEN PORT, NEW YORK 11944 '" '" = ~ LlVINGROOM EXTENSION ~ TO UNIT ~ ~ OYSTER POND ; RANCH # 15 z tj ~ 15 ~ PECONIC ~ ~ LANDING '" ~ ~ ROUTE 25 & GREEN PORT, NY ~ :g E" ~ z o ~ ARCHITECT ~ FRINK UELlfNOAHl P.O.BOX 316 E" CREENPORT, NY 11944 ~ TEl: 631-477 B614 ~ FAX: 631-477 1997 '" ;:i OWNER ~ ROBERT MARSH ; BERNARD MICKEL ';j 15 OSPREY LANE '" CREENPORT, NY 11944 ~ TEl/FAX: 760-317 19B6 EDA Ll ~ so = ~ ~ ~ ~ ~ z 9 ~ 5 ~ 0 u ~ ;; E'I ~ = ~ = ~ z = o -<l'3 :; \3 DATE: 01/16/1004 ,",go o ~ SCAlE: NTS Zsa; ~ ~ TITLE SHEET ..;;; General Notes ~ gJ D. C.t. ~ 'll eSlgn n eno ~ ~ OWC NAME i3~ n OWC NO u g;al ~ o JO.8 .', ~. '1.~1 , ':::,-_ ~..:~.~L . .. ~ '/ ". " '. /'.. (:'~-;--~ ---" ......-..." ' \..... /.-- . ~..\ , .,;.'-... "\ \ 'i .... " '-"'" 9. ' ~ \ -. ,_ I f" ..., "... . ,~ ,\ ""'-, \\ 'i ., '- -\ " .... . \ \' i ~r\ '\ ..... .~. .,' \ " (\ \ --I '\ j\ \ \ \ . \1(, "..- \'~5a'i"""'\ \ I'r '. . \ \~ \ \ \~ \ 'f' S I 1\ ti \ k.\i;\ \ I "If \ \ , \ \ C '- \ ~o:,,:i.. / 'I \'r" ,'. ~: /":,: . - .- -- : 't .. -'.. '" , t I \1' ':\ \ 'I \ 1\ \ ) \t\ \ ... ,e, ' '-}\ \... -...., '... \ 1, \ \ r, ' )'.....t" \ ~ I I ___"\~\ I, \ I' \ ... " 'I \ \ " \ \ \ ............. 'r'.... \ ... ..--,\ ':.\ \ \ '\ " ~" \ '. , . ,'" \ \ \ .... l r( '.. \ \ \ '1::.- ,(\ '"'" " . j.,,".~'" ,,"'" \,. \ '" I . " \\ ... " \\ \ 1\ \ \ v' " "I ,~~:....... \ " .1_1_01 \ " 1\ \" "I '. \1 " \'- ---.. I I '--- '.. - -~\, j. I ! ".---' I "(5;; . " , , I , I I , '. \ \ / . ' . '\.'\ ~.. ,I , . "-11 ",.J-\ .J ,~ \1\' . I \~ .~ 1\ \ \ ~ : \ \ \ JI In -,__-,1 \ I~ I \ \ \\ I \ . \., "'.\.\ , ?' " ;;;:l r:: ~ Publici sewi-private Go' Course t= ,. I ~ ~ ~ '" ~ = I '" 9 ~ '" = . '1 i I - I I I I I I I = = ~ ~ ~ = ~ ~ ~ = LONG ISlAND SOUND I \ \ ~' \, \ \ \ 0 1:3 V c R~noek ,,' . ROUTE 25 1-f IV I ADDITION 1 ~ ; ~ L1VINGROOM EXTENSION ~ TO UNIT ~ OYSTER POND OJ RANCH # 15 15 ~ ~ 15 ~ PECONIC ! LANDING = E ~ ROUTE 25 ~ GREEN PORT, NY 15 s ~ 15 ARCHITECT FRANK UEllENDAHl S P,O.BOX 316 GREENPORT, NY 11944 ill: 631-477 8624 FAX: 631-477 2997 9 <il -ill ~ ~ '" -< ~ ~ ~ ~ '" -<El ~~ ~ ~ DATE: 02/26/2004 co t...J SCAlE: NfS ~ ; SITE PLAN ~~ LOCATION PLAN ~" ~ ~ DWG. N~E ~~ ~~DWG,NO A-l 9;01 :l ~... Ii ~ .HEW P;::iTIO I r "';-'01.6:;0' .". ..__c...~.~ ~ ....Oi'~ . LIZ S)CTE:j....I<01.o1-J lU ~... I~ =Hj L-~ KIT:. 1 1 1 .1 .?'-;AI?;.o; . c..=e~_~&E ., F ~... . 1?11.J1~b 1Z11'1~ o o [Ql ~... .Ii I -'\3> P:I ., P. P, - I"~,. I~ 18I Ii I DEMOLITION I ADDITION ~ L1VINGROOM ~ EXTENSION ~ TO UNIT d OYSTER POND ; RANCH # 15 ~ 15 ~ PlCONIC ~ LANDING ~ '" : ROUTE 25 g GREEN PORT, NY ~ w' i!!i ; '" ARCHITECT ~ FRANK UEillNDAHL '" P.O.BOX 316 - GREENPORT, NY 11944 is Ta: 631-477 8624 = . FAX: 631-477 2997 ~ ~ I OWNER ", ~ ~ '= ~ ~ f5 ~ " I z g '" go ~ ;:!; Ei '" ~ f5 = ~ '" ~ z ~ '" -0(61 =~ "l ~ DATE: 02/26/2004 i!'i SCAlf: N1S ~; EXISTING ;: < FLOOR PLAN ~ ~ DEMOLITION PLAN ~'l< !fa ~ owe. NAlIE ~~ A - 2 U owe. NO g'i! ------- ~ ~ /' / / / / / / / ( I f I \ \ \ \ \ \ "- "- "- "- 1" "- -- - --- (]) L ~ 'N , , ~ ~ " ~ I I I I I I I L__ JL ---------~----- ---I ------, ----------~ I I I I I I I I I I I I I I I I I I I I I I I I I I I L ,------------ ---- I J',"J'J"/"'J'J'J'J' ,," "J'J'''/ ,," IJ',J'J','"J'J'//'/ ,/ "J'''" ",," " " " __ > I ---- II I L'_ - _ n U------.J I ~ PROPOSED PATIO ABOVE PREPN<E16""fOPENI<<: FOR NroS TO __ SPN;E AHO\!N1UA11IIl< OPENING fO II[ COOIRED IIHOER EX1S11NG SUrnHC 000ll u o -, I I I I I I I I I I I I I I I I I I I I . "" @ VENTED CRAWL SPACE i'::' '" <5 ~ "" <:> <:> ~ ~ b ;::: N 'I, I, .3'-4" I VENT CL Wrr;DOW ABOVE +- 18'-3" I I I I I I I I I I I I I I ~I L__ _ L___~~~_~~~~I~~~~~~ : . : FOUNDATION NOTES u n I I I I I I I I I I I I I I c==========~ ~=J (\ U EXISTING CRAWL SPACE EXT"G FOOTINGS NOT SHOWN ::;l I I I I 1 I I I I I I I I I I I I I I I I L____________ EX!' G VENT 'I, LEGEND ! LlVINGROOM ~ EXTENSION ::0 TO UNIT :;: ~ OYSTER POND ~ RANCH # 15 ~ ~ 15 ~ PECONIC ~ LANDING 2 IE ~ ROUTE 25 @ GREENPORT, NY ~ ~ is j%:~;/.'J'.%~ EXT'G FOUNDATOIN NEW FOUNDATION STRENGTH = 3000 PSI AT 28 DAY ASlM C-94 READY MIX CONCRffi. All fOOTINGS, fOUNDATIONS, ElC SHAll REST ON UNDlSlURBEll SOIL All fOOTINGS AND fOUNDATIONS SHAll BE fORMED. ~ ARCHITECT g fRANK UEllENlWil = P.O.BOX JI6 ~ GREEN PORT, NY 11944 ~ TEl; 631-477 8624 ~ fAIl: 631-477 2997 '" -< = NEW FOUNDATION/CRAWL SPACE 3(4' SUBFlooR, N~lEll AND GlUED ~_1,~ ~~~It8~TS @ 16' O.C. tX6" ACC Sill t CDNCRffi DUST COAT 6 Mil POLY VAPOR BARmER ON CaMP. GRAIU $;li4~lol POURED CONGo fOOTING w/ KEYWAY lERMlll: SHIElD ,----- ~---- ~ ~ = IL--, I r--u I I I I : L_~ ,rl 1/-, II I I::c II II : I '- / I II I I _..J II I Irf- -:::.. '\ II : I ~.::o'~ II I LI_------11 I (:--111 I III ___ I (]) ~ '" ~ ffi ~ ~ '" = ~ 9 ~ "" I = 0 ~ a;j - ~ = = ~ es ~ ~ = = 8 = fi3 ~fij -'., DATE: 02/26/2004 ~ ~ SCAlE: 1/4' = 1'-0" ia"" =\2 = ;:: ~ FOUNDATION PLAN ~= ;;; ~ ~ DWG. NIUE h A - 3 8 cO OWG. NO Q;;;! / I 7'-31/2" \ ~ _7' ~ CD L I I I I I I I I I l I I I :no dbwp I C . -=- -=--=- -=- -=- 9'-3'=:' =- ~ -: 9 I 5'-0' _' 'iTne Of conL bookSheit - - -.:~~ 0- II -3: lobo" .indow trim II I II I I I II ~ !l I II ~ '" I 118 '" I I GI.AlEIlNlfAIEll'O;81Cf24J" 19.44 SF I I GLQEDIID"""""'''.''SF II I NAT._IlE<lUl>..",,,-,nSF NAT. \(If'(1LATrM fm1OSED: 11.76 Sf ~ -=- -=- -=- -=- -f&---~-=:;~ -)l.:r ~ _ _ _ _ _ _- -,' ., I TW 2852 ~ . --- REMOVE DOOR 5' I ///////////// " V/, ;//, //1 I "8SFlOO db '- '- db l ~ I '----f I '-,- @ : _0 1'-5' 2'-10' ,_ 13'-6' '- '- , vf7; I' ',- 1'1 '- I u> I I ] u V, I ~ I I I 01 / t;; " / 1"" I I ! : PROPOSED / ~ I ~ t.-- EXISTING I = = .. . ~ LR EXTENSION / ;;; I:' I '- '- LIVING ROOM I _, 0 -------fr ----,.-----'T---~ +3<:.1--;:0. CLG,HGT',9'-O' I 9' lV ~ '" ~ ~~~'~~\tO / ,: I ~ I /' 199 NET Sf I in ~ HWFlOOR /'/ ~ I!:@[,./ HWFlOOR I ~ I u 04 I 492 TOTAL NET SF I "" /' };;:;; I i':S /'/' ~-\\<:I/ 1':'1 ClAZEDIIDIlEOU'fr""'9'.J9~6SF I \,.t-/ WZEDMlf.APRlRlSID:86.J2ST /' /' 0' \l:-),- I C I NIT. """'''.IIE<lU'fr''''''' .119.68. I ___ ___ #~/ 2X8 R, l~R @116" O.l;, NAT, \OOIA'''' - 59," SF : ___ ___ --- "'~~ /' -- f--I I I =_ _ _ - - - - \ CAS / // ~ : ~ I .,,- - 5' RREPlACE j // -l I ~ \5 I S.8Il SF 100 (JD ~ <IP S.8IlSFIOO I c ~ I 0 'ii//' //////: %= /"///// ;S I 1W 2852 /' EXIST G WINDOW I ~ L = = = = ~ = = = = = ::S- - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - \.II UNE OF GUTTER ABOVE 5'-10 1/2" _I, 6'-0' _I, 5'-10 1/2" 18'-3' lAUNDRY 3'-71/1' r EXISTING MASTER BEDROOM 7'-0' ( HALL 86 NET SF HW flOOR = o I r '- , " ~ ~ o , ::!: - PROPOSED CONCRETE PATIO EXISTING DEN 243 NET SF HW flOOR I I I I ~ i2 I I ~ I I ~ 8 I I ~ I I ~ I 1 ~ I I I I 00 o EXISTING KITCH=N HW flOOR '2 , ~ o 00 252 SF T /0 PATIO TO MATCH EXrC PATIO illVATION ,~ s , "" I COLUNN NfD smrr OO'AR.S TO UAlQI [XJS11NG I I CONllI1ON lH LtilM; RII AM) OORY 3'-91/t , T o~ ~ :::- = , "" ~ I~ ~ i2 o -~ ~ -- j6:1 ' , I, '1,6:1, 'I, II. 12'-1' 30'-5' EXISTING GARAGE ~ = ~ RECEPTACLES: ~ 15A SRK - 14-2 WIRE - 110 VOLT 8 CIRCUIT SCHEDULE L1VINGROOM EXTENSION 1i! TO UNIT ~ OYSTER POND i RANCH # 15 ~ 15 ~ PECONIC ~ LANDING i!'i El" ~ ROUTE 25 ; GREEN PORT, NY ~ ~ ~ '" = '" ELECTRICAL LEGEND qpWp Ro.OCATE OO'G WP RECEPTACLE qp DUPlEX RECEPTACLE OUTLET $ S'IIlTCH .y. EXTERIOR UGHT V///////,1 PROPOSED ADDITION EXISTING DINING ROOM 225 NET Sf HW FLOOR ARCHITECT g FRANK UELLENOAHL = P,O.BOX 316 8 GREENPORT I NY 11944 1R: 631-477 8624 FAX: 631-477 2997 11 !'C ~ i!! ~ OWNER ~ ROBERT MARSH ~ BERNlRO MICKEL ~ 15 OSPREY W;E II lo[ - - - - - - - - - - - -a- ;:; TE3W~P~~~-~7Iii~ -- ------~ - --- f:~E~~,:~ 1- iJJ ~. ~'V ), R~OVE 3068 DOOR ~ ; ~'~ ~~ ~ : I 0 ~ ~.~ / j W~~R!!J / EXIS ING = ~ 0/ BE ROOM.'; rB:..1 S - b CD~' II >- o ~ _ Ii: 8 I I I CLOSET L -., ~\~ 0> ( I t:: = ~ = = ~ El ;;if::l ~!i1 DATE: c::::> ~ SCAlE: ~"" ~l2 ==~ ~~ ~'" 8" ~ ~ OWG. NINE liio: . U OWC, NO g~ o 02/03/2004 1/4' = 1'-0' PROPOSED FLOOR PlAN A - 4 'I, 'I, l' -0' ROOF OVERHANG, lYP. GABLE VENT TO MATCH EXT'G !2J2X 12 PERIMETER, lYP. 2 2X6 TOP PlATE 3 2XB HEADER TIO PROP. CONC. PATIO TO MATCH EXT'G PATIO TIO GRADE V TIO EXIST'G. ADJ. GRA E = ROOF GABLE \00 TO MATCH EXISllNG ASPHIlJ ROOf SHINGLE TO MATCH EXISTING ROOf fOllOW MIIIUfACTORER'S GUIDEUNES fOR INSTA\I!\TION: IN 120MPH REGION: 6 NAI1.S PER SHINGILE REOU 0 15 lBS fUT 5/8" COX PlYWOOD SHEATHING 2X8 ROOf RAfTERS 16" D.C. 1'-0' \OOED ROOf OVERHNlG TO MATCH EXJ'G FASCIA BOARD 11I0 All DETIlLS TO MATCH [XT'G CEILING R-38 INSULATION 2"XS' CEUNG JOISTS @ 16" O.C. 5/8' GYPSUM BOARD WALL 2"x6" STUD @ 16' O.C. 1/2" COX PLYWOOD HOUSE WRAP CEMENT BOARD ~DiNG TO MATCH EXISTING IN STYLE & COLOR WAll CLIlJOING: MIN. BOARD THICKNESS: 7/16" R-21 INSULATION 1/2" GYPSUM BOARD RIDGE TENSION STRAPS EACH RAFTER EXISTING ROOF BEYOND (2) 1-3/4"m LVL RIDGE BEAM o '" <> I "" ~ = .. ~ ~ ~ '" = ~ ~ o '" <> , m I' REM; [XT'G OooR - - - l I I I I I I I I I I I I I LR EXTENSION I ~ , ....... (3) 2X12 HEADER = , '" 'i-T-'-i' 15 IL I I J II II II 11= L -L =II = II 11-0:, II II I I Ll-_--=-_-IJ ALIGN NEW AND EXIST'G T I EXI TING A Ie FF EL. EXISTING LIVING ROOM SECTION A-A ~ L1VINGROOM ~ EXTENSION ~ TO UNIT ~ OYSTER POND RANCH # 15 15 ~ PECONIC ~ LANDING El ~ i5 ~ => sa '" = E: ~ ROUTE 25 S GREEN PORT, NY ~ ~ = = ~ = = '3 03 8 ARCHITECT fRANK UEllENDAHL PO.BOX J16 GREENPORT, NY 11944 ~ TEL: 631-477 8624 = fAIl: 631-477 2997 ~ -< = ~ ~ => OWNER ~ ~ ~ ~ 15 ~ =' ~ 5l = ~ ii'! ~ ~ = ~ = = ~ ~ = ~ = => = El -<t; ~g DATE: 02/26/2004 "': SCALE: 1/4"; 1'-0' m ~ CROSS ~ ~ SECTION A-A !~ ~ ~ DWG NAME ;:;~ A - 5 !C8 8 0= DWG. NO g~ r- RIDGE TENSION STRAPS EACH RAFTER i? 4-80 COMMON NAILS IN EACH END OF 1-1/4" 20 GAGE STRAP SIMPSON H2 HURRICANE CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 5 - 8d NAILS EACH END AP A RATED PLYWOOD TO EXTEND TO TOP OF TOP PLA TE. WRAP + NAIL STRAP ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT (2) #5 REBAR 8" SOLID OR FULLY GROUTED MASONRY WI 1'-4" X 8" CONT. '" ., FTG. SECTION ICE SHIELD UNDERLA YMENT REQUIRED - 24" FROM EDGE ALTERNATE POSITION OF HURRICANE CLIP USE SIMPSON H3 PROVIDE 8d COMMON NAILS @ 4" O.C. AT EXTERIOR EDGE OF ALL SHEA THING. HURRICANE CLIP TYPICAL. (2) 1 1/4" WIDE - 20 GAGE METAL STRAPS AT DOORS FOR HEADER TO STUD CONNECTION AND FOUNDATION TO STUD CONNECTION 1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" DC. 4 - 8d NAILS NAIL SHEA THING TO SILL PLATE 8d NAILS @ 4" O.C. R.O. FOR FRENCH DOOR WI TH DOUBLE JACK STUDS 1 1/4" WIDE - 20 GAGE ETAL STlRAP @ 48" OC. MAXIMUM. ACO SILL PLATE TOP OF FOUNDATION ~ L1VINGROOM CONNECTION REQUIREMENTS = ~ EXTENSION '" EO> ~ TO UNIT ROOF RAFTER CONNECTION REQUIREMENTS d OYSTER POND WfCI.I TAIIlE ).3 - \6 ROOF SPAN, \6 SPAONG, MEAN ROOF HOGHT \5 I;:S RANCH # 15 8 CONNECTOR UPUFI LOAD: 526 PlF X 0.8 = 420 Plf ~ CONNECTOR LAlERAl. LOAD: JJ9 PlF X .8 = 27\ PlF '" 15 CONNECTOR SHEAR LOAD: 280 Plf X 0.8 = 224 PlF '" ~ PECONIC RAFTER TO TOP PLATE ~ LANDING LATERAL AND SHEAR CONNECTION '" 0 WfCI.I TISLE J) A - (PRESCffiPTIVE ILT. TO TIBlE 3.)) - 10 FI Will H8GH eo ROUTE 25 ~ ~ 4-8d COMMON NAILS (TOENAlLED) REQUIRED i2 GREENPORT, NY g IN EACH RAFTER AND TOP PLATE e; ~ ~ % UPLIFT STRAP CONNECTION REQUIREMENT 0 ~ ARCHITECT ROOF TO WALL % 0 WfCM TASLE 3.3 B - (PRESCmPTIVE ILl. TO TISLE ).)) - 12 FI ROOF SP 9 FRANK UELLENDAHL 5 = P.O.BOX 316 5-8d COMMON NAILS IN EACH END OF EO> GREENPORT, NY 11944 1-1/4' X 20 GAGE STRAP - == TEL: 631-477 8624 0 '" FAX: 631-477 1997 ~ HEADER CONNECTION REQUIREMENTS '" -< OWNER ~ WfCM TISLE 3.5 ~ CONNECTOR UPUFT LOAD: 1408 X 0.8 = 1126 LBS ROBERT MARSH ~ BERNARD MICKEL CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS ~ 15 OSPREY lANE REQU'o HEADER CONNECTION UPUFT CAPACI1Y: 1041 UBS .. GREENPORT, NY 1\944 I - 1/4' X 20 GAGE STRAP ~ TEL/FAX: 760-J1) 1986 8-100 COMMUNS INTO HEADER ~ 8-100 COMMUNS INTO STUD 0 REQU'o HEADER CONNECTION LATERAL CAPACI1Y: 762 UBS 5-160 SINKERS THROUGH JACK STUD 5-160 SINKERS THROUGH KING STUD UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION WfCM TlSlE 3.3 B - (PRESCRIPTIVE All. TO TIBlE 3.3) - \1 FI ROOF SPAN 5-8d COMMON NAILS IN EACH END OF 1-1/4' X 20 GAGE STRAP - '" ~ E5 0- 0 "" % 0 '3 ~ 5 = 8 ~ ~ l!j = = ~ ~ ~ = l!j ~ % S ~ ELEVATION SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING LATERAL & SHEAR LOADS WfClj TlSlE 3.1 A - (PREScmPTIVE AlT. TO TASLE ).1) 1/2" ANCHOR BOLT @ MAX. 46' O.C. 2 x 6 SILL PLATE ACO TREATED. 1/2" ANCHOR BOLT @ MAX. wi FENDER WASHER. 2:~~,.~~~~.~':'':'~/.~1'i.'[,n ~;':~':'l~;J::: ti-~'{,~~1.~.r:~ ~Jf.~.. ~: -".:-::~~':J,:,~ffj',. '"~.~;'1\i:; ::f/.li:~~ ~t.~;~~ o;:~.!:;y.;:.:.N't~f;l.ri!-~:t':'f:".U,~!~;;.!f:' ,~.~~i~ t:;ifJf~~ir~{g):g:f-!1;.~i#.;j~l.,f,!'(~{fif~if;f{~0~~~~~;,~:g1.~': ~?t.,~t~~ ~g~~~{H{~'j:?!~Jf;,~$.~~[f.~?~~?;~5:;~~;;,:!Jg ". 'JtJ: SILL PLATE TO FOUNDATION ANCHOR BOLT . '.'_ ~"",,,,,,,,,~~,,,,"'.' ~ ,.,....__.~ ~'I""",,_,"'.{'" ".. C' ..,............".h._ ~.......::...):.....,." ..-'".....,~. ..~.. ::~~;fUftr{f~15~~:;,";F!{?fijN~~tlj~'~'~~~&;;f~i~f~;}g?J:t{;'{:' ~~ij2t~ H.J:t~~lf."if.,:~~:~1t&~-h'Z}.3!{;l;~::"'f1i}g?~g~J.~:' ~{i?:g CONNECTION RESISTING UPLIFT 46" ac. ~~~~~irgHJfrf!j{;~;~ZR~~!j{~~{~(f~11~~~f.q~'fi'i1J:.1~~;l~1~~:g{j~f.l.~~J?#{~~~~;tj{~ij~~~~1~~;~~s;;~ WFCM TAaE 3.2 B !~fi~~g,f!..f?l(;h'~~i:f:.gft~~~~~J..<::;:1'1:~i,.~~S?g~-;}R.!Sr-qiH!~{ji~!5~~b~f~~~f!J~J7(l5;j}~~~..:t~ft:j~~.:-JZ--;rt{f~1~:~,"9,:~t~~'i;~:'~.: MAXIMUM ANCHOR BOLT SPACING: 72 INCHES :'{&ij:qj}.N~~};.gg~~t.:ifi~\~j{ff~!,;~~[[~~i.t~~t~(itN-;]1~f?tiW15*jtff:~f::t~~filfji.~~3\~~it~~~~~~~/jJiigj~?!1i!.!&$:ft~;: CONNECTIONS -<51 0:: t;Q . / / --,0 DATE. 01 16 2004 ~ ~ SCALE: NTS iS$; g:g CRITICAL PATH i ~ CONNECTIONS ~lE ~ ~ OWC. NAME ~; A - 6 8 ~ OWG. NO g;;! HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Nailing requirements are based an wall sheathing nailed 6' on-center at the panel edge. If wall sheathing is nailed r on-center at the panel edge to obtain higher shear capacities 1 nailing reqUIrements lor structural members shall be doubled , or olternate connedors , such as shear plotes , shol be used to mointain the load poth. When woll sheathin(l is continuous over cannecled members , the tabulated number of nails shall be permiUed to be reduced to 1 - Ilid nail per foot. Joint Description 1. ALL FRl>MING LUMBER SHALL BE GRADE STAMPED DOUGlAS RR-lARCH STRUCTURAL GRADE No. 2 OR BETTER. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR />S NOTED. ALL SUBFLOORING TO BE APA RATED STURO+FlOOR, EXPOSURE 1, 3/4' MIN. THICKNESS. ALL EDGES OF PLYWOOD TO Bt SET ON SOLID BLOCKING. GLUE AND NAlL PLYWOOD SUBFLOOR TO FlOOR JOISTS. ALL HEADERS 6'-0" AND O'vtR SHALL BE SUPPORTED WITH OOUBLE UPRIGHTS, 9'-0" AND O'vtR WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2- 2X8 OR />S SHOWN ON DRAWING. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS />S PER N.Y.S. CODE OR />S NOTED @ 8' -0" O.C. MIN. PROVIDE 2" SPACE FOR AIR CIRCUlATION IN ROOFS. DOUBLE FRl>MING AROUND ALL OPENINGS ( skylights, stairs etc. ) OR AS NOTED ON DRAWINGS. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALlEL PARTITIONS OR />S NOTED ON DRAWINGS. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "TECO' OR APPRO'vtD EQUAL. ROOF FRAMING Rafter to Top Plate (Toe-Jailed) - \\(011 Height: 10 ft, Spacing 16' O.C. (Table 3.3A) Ceiling Joist to Top Plate Toe-nailed) Ceiling Joist to Parallel Ro ter (Fohe-noiledl Ceiling Joist Lops o~r Partitions tFoce-noifed) Collar lie to ROfter( Face-nailed) Blocking to Rafter o~-noiled Rim Boord to Rafter \End-noi ed) 2. 3. WALL FRAMING 4. Top Plate to Top Plate (Foc~-nailed) Top Plates ot/nterseclions \Face-nailed) Stud to Stud Face-nailed) Header to Heaoer (Face-nailed) Tap or BaUom Plate to Stud (End-nailed) 5. BoUom Plate to Floor Joist,Bandjaist,Endjoist or Blocking (Face-nailed) FLOOR FRAMING 6. Joist to Sill/ Tap Plate or ~irder (Toe-nailed) Bridging to Joist (Toe-nailed Blocking to Joist (Tae-naile BlackinqJo Sill or ToP(Plate ( Toe-nailed) Ledger otrip to Beam Face-nailed) Jois! on Ledger to Beam (Toe-)nailed) Bond Joist to Joist (End-nailed Band Joist to Sill or Tap Plate (Toe-nailed) 7. 8. ROOF SHEATHING Structural Panels 9. NPJLlNG SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEI'vt 5-100 NAlLS AT SILL AND PlATE. ALL EXTERIOR NPJLS SHALL BE GALVANIZED. PLYWOOD SHEATHING TO BE NPJLED WITH 8 d @ 4" o.c. EXTERIOR EDGES AND 6 d @ 12' o.c. INTERMEDIATE. ALL INTERIOR AND EXTERIOR RNISHES, FlASHING AND WATERPROQRNG SHALL BE BY ARCHITECT. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMffiR JOIST TO GIRDER CONNECTIONS. ALL PRE -ENGINEERED LUMBER SHALL BE GEORGIA PACIRC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUPJL ALL JOISTS, GIRDERS AND HEADERS SHALL HA'vt BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFRENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LV\. RIM JOIST SHALL BE REQUIRED AT FlOOR PERIMffiRS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GALVANIZED MACHINE BOLTS @ 1 t O.C.. Strudurol Panels r or less " greater than 1 Diagonal Boord Sheathing I" 6' I' 8" p x por x I ,10 or wider Diagonal Baar~ Sheot,hing I: , 6 "or 1 ,8" 1 ,10 or wider 10. C ElLING SHEATHING Gypsum Wallboard 11. WALL SHEATHING 12. Structural Panels Fiberboord Panels 7 / 16" 25 / 32' 13 Gypsum Wallboard Particleboard Panels Diagonal Boord Sheathing I" x S"llor r x 8" I" , 10 or wider FLOOR SHEATHING 14. FRAMING NOTES Nail Sizes 4 - 8d nIp n~o n{,o n,/a 2 - 8d 2 - 16d 2 - 16d 4 - 16d 2 - 16d 16d 2 - 16d 2 - 16d 2 - 16d 2 - 16d 4 - 8d 2 - 8d 2 - 8d 3 - 16d 3 - 16d 3 - 8d 3 - 16d 2 - 16d 8d 2 - 8d 3 - 8d 5d 8d 6d 8d 5d 8d 8d 2 - 8d 3 - 8d 8d 10d 2 - 8d 3 - 8d Nail Spacing ~ L1VINGROOM ~ EXTENSION ~ TO UNIT g OYSTER POND ~ RANCH # 15 ~ i5 ~ 15 ~ PECONIC ~ ~ LANDING per rolter per joist each lop each lap per tie each end each end per foot joints-~ch side , 24 a.c. 16 o.c. along edges per 2,4 stud per 2,6 slud per 2,8 stud per foot '" o B" I:oi ROUTE 25 ; GREEN PORT, NY ~ ~ ~ ARCHITECT 9 <il per joist each end each end each block each joist per ja!st per jOist per oat fAANK UEUEND/ljl P.D.BOX 316 I" GREENPORT, NY 119<< is TEl: 631-477 8624 '" FAX: 631-477 2997 4' o.c. ,perimeter zone other 6 a.c. edges of panel, 12" o.c. interior of panel per support per support OWNER ROBERT MARSH BERNARD MICKEL t edge / 10" lield 6" edge / 12' field 3' edge / 6" field 3" edge / 6" field - "" = :;: '" = 9 => = 7' edge I. 10" field 6' edge ZIt field 6" edge ! 12" field per support per support ~ is ~ 8 I ~ = = ~ = ~ ~ = 6: edge /1 r field 6 edge! 6 field 15 Q 5 ..;@ =1rl ...r1:l ~~ ~~ ~~ 3i~ ~~ ~:;:: ~.. 8~ :~ !li~ ",= i5~ ~~ g;;l DWG. NO DATE: D2/26/2D04 SCAlE: NTS per support per support FRAMING NOTES Nailing Schedule DWG. NAME A - 7 ~ L1VINGROOM = ~ EXTENSION '" s ~ TO UNIT OYSTER POND u I:i RANCH # 15 ~ ~ 15 => '" ~ PECONIC ~ ~ ~ LANDING 2 ~~ 0 e: ~ ROUTE 25 'i / --......: ~ GREEN PORT, NY /'/ / U '"--' ~ /, !I \\ ~ ~ '/ / / ~ 7/ '-....: ~ 9? i3 ~ / / ~ '" ARCHITECT I ~ / / "'- ;;;; 9 ~ / / "'- '5 FRANK UELLENOAHL = P.O.BOX 316 ~ // "'- '" "':/" / '"-- 50 GREENPORT, NY 119H / / "'- 1:1 TEL: 631-477 8m FAX: 631-477 2997 ~/ ./ '"-- ~ ~/ / ./ '"-- ..: OWNER :/";/ ~ / ./ '"-- ~ '/ / / "'- ROBERT ~ARSH ~/ 7 , ~ BERNARD ~ICKEL / ~ => 15 OSPREY LINE .. GREENPDRT, NY 11944 '/ , / '"-- ~ m/FAX: 760-327 2986 /' ~- / ~ED A~~ , IJ ~ ~ U L fl/:"~ ~ I T - ~ . Ir ~~ - , - - CEMENT BOARD SIDING TO ~TCH EXISTNG - ~ 'l~ * - - *~ . SIDING - PNNT TO ~TCH COLOR T .. - I - ". ~ - ffi I - l.Q / :j . - ~ e-- T l- e-- I I- '11 6 - ~ ~ I :3 ~ :ll , ;;l ~ 5l E5 I ~ ~ = T ~ = = "3 u ~ '" I I I ~ = I 0 u t I , , , I m ~ I I I I I I I I 8 ~ I I I I I I I I ~ = ~ ~ ~l_______ ~l________ ~l_______ ____________________JLJ => = ffi ..:t; ~i" DATE: 02/04/2004 ~~ SCALE: 1/4' = 1'-0' =~ ~~ PROPOSED :~ SOUTH ELEVATION ~~ SOUTH ELEVATION ~= ~'11 8~ DWG. NMlE ;~ A - 8 u ~8 s<= OWG. NO g;l I~ '/ /' ::--::: ~ ::--:::" ~~ y " ~/ ~~ Y' ~" ~ "~,, ~ ::--::: ~ --;::" ~ 13 "'-" JY' ~:--:::: .~ 5 ~ y/'Y :::::" /' "-'> '//' ~" ,,~ ':/ ~~ '://' ,~:--:::: ,,'~ ':/ ,," " I " , \,0 ~~ , F\ / 1::::1 \ 1/ I I- \ / d I-- '" - = , - -~ - 1/ / I\. / '\ i'- l- I I IT T I I I I I I I I I " 11' I I I I ______1~___________________1 ~ [~------- ______LJ ~ -< or I I I 1< I J " 11'-6" 17'-6" I I II I ~ I WEST ELEVATION 11, I I :>1< I PROPOSED ADDITION EXISTING STRUCTURE ! L1VINGROOM ~ ~ EXTENSION ~ TO UNIT ~ 5 OYSTER POND i RANCH # 15 '" 15 ~ PECONIC ~ LANDING ;;; e: ~ ROUTE 25 ~ GREEN PORT, NY ~ ~ i:3 i ARCHITECT ~ FRANK UElLENDAHL ~ P.O.BOX 316 ~ GREENPORT, NY 11944 ~ m: 631-477 8624 ~ FAX: 63H77 2997 '" ;2 OWNER ~ ROBERT WoRSH ~ BERNARO MICKEL '" 15 OSPREY lANE .. GREEN PORT, NY 11944 ! TEL/FAX: 760-327 2986 ~ ~ = ~ ~ ~ = ~ ~ i5 = = '" Ei t; J 2j OATE: 02/04/2004 I: SCAlE: 1/4" ; 1'-0" '" ~ PROPOSED : ~ WEST ELEVATION ~~ ~ ~ OWG. NAME ~~ A - 9 8 ~ OWG. NO Qii! ~~ ~ II tl..___ II ___B II II ___-1l_________B 'I, 21'-6' 12' 1" '" 'I- ~ .~ 17' o' WEST ELEVATION 'I, ~ II II II tl..___ u____ tl..___ II __________B SOUTH ELEVATION ~ L1VINGROOM ~ EXTENSION 8 fg TO UNIT ~ OYSTER POND i RANCH # 15 ~ 15 ~ PECONIC ~ LANDING '" ~ ~ ROUTE 25 ~ GREEN PORT, NY ~ i ARCHITECT g FRANK UElliNDAHl '" P,O,SOX 316 8 ~ GREENPORT, NY 11944 ~ 1ll.: 631-477 86N ; FAX: 631-477 2997 ;2 OWNER ~ ~ ~ ~ g ~ o u ~ ,. 85 ~ '" z 9 '" '" g ~ E5 o z ~ o ..tJ ~~ DATE: 02/04/2004 ~ ~ SCAlf: I /S' = 1'-0' z~ - ~ ~ EXISTING ~; SOUTH ELEVATION ~ ~ WEST ELEVATION ~ ~ DWG. NAME iS~ A-l0 ~:'2 DWG, NO '-' g~ - = = ~ '" ~ ~ =