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HomeMy WebLinkAbout26244-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28123 Date: 12/17/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1640 DUCK POND RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 4 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 29, 1999 pursuant to which Building Permit No. 26244-Z dated JANUARY 6, 2000 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to RONALD & DEBORAH LAJDA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0135 12/14/01 ELECTRICAL CERTIFICATE NO. H 070599 02/08/01 PLUMBERS CERTIFICATION DATED 10/30/01 RONALD LAJDA thoriz d Signature Rev. 1/81 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. 26244 Z Date JANUARY 6, 2000 Permission is hereby granted to: RONALD LAJDA PO BOX 366 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. at premises located at 1640 DUCK POND RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0004 Lot No. 007 pursuant to application dated NOVEMBER 29, 1999 and approved by the Building Inspector. Fee $ 1,031 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 Fo .06 ' TOWN OF SOUTHOLD W BUILDING DEPARTMENT _ TOWN HALL .• 765-1802 APPLICATION FOR:CERTIFICATE OF LOCCUPANC uL T A. This. application must be filled in by typewriter OR ink and s bm d.i-n inspector with the following: for new building or new use: 1. Final survey of ,property with accurate location of all b . ngs, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for .the building. . 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming use 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 a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $_25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildinrz - $100.00 3. Copy of Certificate of Occupancy - ' ' 5V 4. Updated Certificate of. Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date . .: . . �. .�.�.� . . . . . . . . . New Construction.. .. . . . .. Old ^�OO�rPre-existing Building. . . . . . . . Location of Property. . Q.q .�...,eo House No. /(0 D Street Hamlet • • Onwer or Owners of Property. �DnQ,f G. . . . .gmil. ,�-- . . . . . . , . . . ,J . . . . . . County Tax Map No 1000, Section. . Q M. . . . . . .Block. . .�. . . . . . . . . .Lot. . . 7 . . . . . . . . . . . . . Subdivision. . . .. .,. , . .. .. . . . .. . . . . . . . . . . . . . . . . . .Filed Map.. . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . Permit No. . .. . . . . . . . . . . . .Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . .. . . . . .. . . . . .. . . . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . . Fee Submitted- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . AUUT.TrAAiT Town Hall,53095 Main Road Ca . Z Fax(516)765-1823 IV P.O. Box 1179 Telephone(516)765-1802 Southold,New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: JOko Building Permit No. Owner: cx (please print Plumber: en (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatu e) Sworn to before me this /3 .5a day ofD �3 Notary Public, County LYNDA M.BOHN NOTARY PUBLIC,State of New York No.01 B06020932 t �1 Oualified in Suffolk Cou 1 ! Term Expires Marche,20ntv t _ `,THE NEW YORK;'.BOA,R�1 0�4ti FIi E : `UN9.'R' ' RITERS d � IIIUAIA4 OF ILECTRICITY 40 FULTON,BTFIE-To NEW YORK,NY 100311,:If.s � EBRUAR08,2001 ApplkgNNo. on Title 10953600 H 070599 - �Tl1seERTIFI br 'low tli went as d seribeil below and fnlrodw#4 by the applicant nam*41 on the gbotU oppllcatioa number is in the premises of ,A, .R t. TAA,` ].64P1 �K I �`R AD;� CUTCHOGUE NY {1�Ftht nb 4►ptF ® Batptttent ® lst lel. ffl`Znd FL. Block Lot ,FEBRUARY 05,20(h1 ; _ and found tai be in compliance with lITO alioaal tntcal ► Code. FIXTURES RAN ES COOKING DE SH WASHERS EXHAUSt ANS ,T^ ^« ,i. .,� FIUOUSUNT OTHER AMT. K.W. AMT. K.W. AMT: W� .AMT. K.W. AMT. H.P. yf L� ;55 60 a ��r" #URNACE MOTORS FURIRCAPPLIANCE FEEDERS MC14 OC'". TIME CLACKS BE .UNIT HEAIEQS MULTI-OUTLET '' DIMMERS' 'I'r SYSTEMS GAB H* :AMT.,- NO. A.W.a, AMT. µv. AMT. AMPS. TRANS., NO.OF FEET AMT.. Hdt. AMT. WATTS i@. 600 Ric . ,--, ' Y& .., f �, AMP. T1TE AWa EQUIP. 'Jw 1 1w E/Ar a 4W A NO:OF HIM -ITTANO.OF NEUTRALS T R FiR OE CC.COND. Oi HI- - NEURAI 1„� { ,M r r n 2 ..PQOL'ds HATH-1 " FA�T '�3 `,I�Y r�fl�[ �,. .r ARDAt 1, 10..CIR :100 , y C,;,T Ri CuntinUad Pags 2 GENE"k MANAG9R d 46 T rr �t "II it AIIY,tTHUWI�`E�GTDtIi1Tl1 fg.IlillAtllcA' II►tl RaE dihat'°�U� OY th 7 D ' E'. ° �� TH NEVUs 'YQRI �►R ';Q ' SIRE . � t URS PAGE ;2 m } � l�R�A4��Af�E1�EGTR1iTM. 40 �u� 4n� '�R �NEW YQRV#1*y 10q34� " r► 1 ; . PEBRtTARX 08Rf01 Qn10956000�1�,4,`� 07059 Ftp `T Ai " I tj H 9 I��ePt O4 1p +enrd; br tbR gpp/t,Fant aatTeed OA tl�Yf RPI—R +4111 Humber is in rrhe p►eRnises of s� I.ATDa�'i 164th 'DUCK;POiD,a<ROAD; C[1' HOGtI F ' a :. FIF +14menr< � Itlt�1. ipd t1. ,. ' , GAR/ATTIC/OUT ' Strt w °# x '#lock dot foNnd so be_tn compliance with theq (iAArctrteaJ Code. I E{G t "F I COOKING O 'Q WASHERS `EXNA ST FANS OTWIF 'AMT. K.W.° , AMT 9'.W.' ALIT K r 1' AMT. K.W. AMT. N.P. 4 L acdw m.:r 4 - a.�, �, #lt1ENACE Md,TONS 6EUTURE AP VANCE FEEDERS' SPECIAL iEC'PT. 'TIME CLOCKS` IIEIk UN�fitNEATERS MULTI-OUTLET ' ='[lIMMAERS b.. SYSTEMS Now€. 'A 0.Q, AMT.` AMP. AMT. AMP$ TRANS AMT- ,`-�1 "NO.OF FEET :, WATTS o Wfz. HERE }ly I, "fin* =fit ar.E 8� g;. R �/ EQUIP. 10 1W 11 :1W �'o.3W t A IW "<' PfR OF CC.CONO.., NO.Of,144M 4 u;'.;` NO.OF NEUfRALiNiUTRAL fIF— r kF fi f QTi s ARATU{ ± (A P Ll arR 7 S'7d777 n 9 } y ,T' I.A�7DA { # � # L L �P.�. . 11;Ft,F; 1d cJG�N9 A4 MF41lIAQ R Y�4 � #�� f�•m 6s F i ti # pni� i ani niann+ul�►sem `1t�i �a. t. i r :It In Qfro9 . d Ov.th ,., FROM PHONE NCI. AUG. 11 1999 03:24AM P1 $some IS gddle Path Lane♦PI.Jeft son♦New Y06 11777 phone s%.928-9x,13 6 Fax 516920424'1 September 27, 04 Ron & Debbie L4;;a P.O. Box 366 Cutchogue, N.Y. 111935 RE: Duck Pond Road Cutchogue, New York Attention: Building DePt Mr. G*ary Fish Dear Mr. Fish: Please be informed that the masonry fireplace: constructed at the above location has been constructed to conform to the N. Y. State Building Gode. In compliance with the N. Y. State Code the stove unit contains the required fresh air intake, additionally all aspects of required code have been satisfied. The question of the hearth clearance requirements shall be satisfied by Mr. & Mrs. Ladia within the immediate future. We wish to twice this time to thank you foi•your review of this matter. Sincerely yours, t<:r�- /yam a Damian Milalns J99 �1�-. , BUILDING PERMIT REVIEW CHECK LIST Applcant/ DateiR : -s - 00 Owner - Reviewed Architect) Date Engineer: -'& � ,� � A `- Submitted: "3� " SCTM #: 0-1 District: 1.000 Section: 6 Block: Lot: Project � ) jSubdivision Location: �,�\O C 1�D I-�t Name: W600i51 E+_ ANOK-- Sin&le&separate Requ No) certification: Yes No) � Req. Zoning District: [Lot size: Actual kr ] [Lot coverage Proposed: ] Req. Req. RW {t (Front Yard qO Proposed: ] [Side Yard '`� � Proposed: ] [Rear Yard J0 Proposed: ] ` C�uFafIM tic J Project Description: ) Duak,�� AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. C�'acorl°°�,s _ �0� O 13,5 New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: _ Flood Plane Elevation ??? Flood Zone: to • Aoew-ya Ar-eR I 'l9g bF F.IF. `'/Cae al Porth 950 SF -- D*kS if CARAGE Ct Z 5T ri ,%�(2' S X30 So ao y, 7$0 sf x . J vb 3 M-1802 BUILDING DEPT. INSPECTION [✓j OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS• DATE INSPECTOR .�-� 765-1802 BUILDING DEPT. INSPECTION [ ] FO DATION iST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ ] FINAL [ j FIREPLACE & CHIMNEY REMARKS: DATE � INSPECTOR .- I�wv� BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ -r-KOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ �IREPLL!GF & CHIMNEY % REMARKS: LTJ Ka 0 G✓ A/,he" au:l DATE yro INSPECTORZ�L �� M-1302 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGN PLBG.I� [ ] FO ATION 2ND [ ] INSULATION [ � FRAMING �,c.,', [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � Lz�� �� —R T DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOU DATION IST [ ] ROUGH PLBG. [ JF UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REM RKS: �o 0 LrJ ,DATE INSPECTOR X65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RgUGH PLBG. [ ] FOUNDATION 2NDJ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C ck— l0t4y m— ,DATE INSPECTOR M-11102 BUILDING DEPT. INSPECTIO"- [ ] FOUNDATION IST [ ROUG PLBG. [ ] F 4N"TION 2ND [ SOLATION [ MING [ . ] FINAL ISI [ FIREPLACE & CHIMNEY I! REMARKS: ,DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACES CHIMNEY REMARKS: T oe a w € ,DATE ��' INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS 0 DATE �l �� INSPECTOR ^^'S P Mm oil /r / �� .r//. �. !� ° _� Vii , , BOARD OF HEALTH . . . . . . . . . :. . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL -I v Examined.................. 19.... MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved.....1.-.4.....,219 d° Permit No. .................................. Disapproveda/c .................................. ......................................... .. ..... / (Building Inspector) I; NOV 2 9 PLICATION FOR BUILDING PERMIT L-- - Date. . . . . . . . . . . . . . . . . 19. . . . � i� INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector %, 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be camenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MALE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Tbwn 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, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.F�/" x a- ems'. SJ1k;11gC{� U(.U•� (Signature of applicant, or name, if a corpofation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plunber or build ....0. .rte. ..................................................................................................... r p -1 Name of owner of premises o,?cL�4"..�-4�C�A.. 0.�[ ...4^�nOlh... ........................... (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. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Loc a �t -.ion of land on which proposed work will e done............................................................... ..... . - '��................1.r'ti.2G!`..?f2!�C? 4 s...................C..,�1 4 5 !='(' ....... ..... .... ........... Howse Number StreetHamlet County Tax Map yNo. 1``000 Sectio4�onn ..� :?...... Block ....�4i...... Lot ..�.7 ......... Subdivision ........... Filed Map No. ............... Lot ... . (Name) 2. State existing use and occupancy of premises and intended use and occuff of proposed construction: a. Existing use and occupancy .... 14 ........... "rmel + b. Intended use and occupancy . nq t c.. C4Y!�f I. .. �'�:" ....... �. Nhtlmre of work (check which applicable): New Building Repair Removal •• Addition .......... Alteration ....:... Demolition . ....... I) ...... Other Work ....... .. 4. Estimated Cost ..!ej (( Description) fee .................... .......................... oto be paid on filing this application) 5. If rkelling, mudher of dwelling units .........,. Number of dwelling units on each floor ................ If garage, number of cars ........GJ c .............................. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ...... Height ......................... Number of Stories ....... Dimensions of same structure with alterations or additions: Front .....••- Depth height ..... ....... Rear ............... ........ ...... Numnber o torics $- Dimensions of entire new construction; Front i/G'Stories ............... . .q....ti!....... Rear .�. Depth Height ........���............ Huber of Stories 9. Size of lot: Dont .... aS .. Rear ..�6.O / .... 10. (late of Purchase .- /. -•99 Nam of Former Owner ,.... II. Zone or use district in which premises are situated ............4L .................................. 12. Does proposed construction violate ..........•. any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded ...,�CO.•• •••... Will excess fill be removed from premises: YES 14. Names of Owner of premises � ZrboranNe °p� k ,T Addr t.. ... (� Cu+e�^5��?C.. Phone No. �7(0� Hare of Architect .... Address . ......................... . ...... ............. Phone No. ..... ........... Name of Contractor ........ Address ..............................Phone No. ........ 15. Is this property within 300 feet of a tidal wetland? * YES ....... L/ *IF YES, SOD TOWN Tfa1SIMS PM41T MAY HE MQWRED. t� OIIlDI ........ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. 5ee— , srIVIE or Nu Yow, COMI-Y or S. ALI SS ') being duly sworn, deposes aril says that be is lime applicant (Nam of individual signi..6 contract) •...-• above named, ,le is the .....Cl c�/?C r........ ................. .......................................... Contractor, agent, corporate officer, etc.) of: said Owner or owners, and is duly authorized to perform or have perfoimed time said work and to make and,file this 3PPl.ication; drat all statements contained in this application are true to the best of his knowledge and belief; and Chat the work will be performed in time rmn,-r set forth in the application filed therewith. )worn to be`�re me this p . .....day of �!?(+iP�r19.I Notary Pu�"`�'�` . v EUZABETHASTAThNS ............ .QYQJ.... NOTARY PW3UC.StateofNewVb* (Signature of Applicant No T� 8E001M c, cr, L_ r LOT# 6 _ , 71) LA CJO' 1y! t S 39' 00' 00 E 150.00' 5 .51 5 .21 53.0 k N 20' DRAINAGE EASEMENT ? - 0 0 WELL ti h LL r 1f L0T# 8 _ CELLAR ENT. , RAILING f I O 11.0 16.0' il ? o .7' Q I-WOOD DECK �j f i 1.5' ..0' 8.2 2 S TOR Y o WOOD FRAME. Lu PROPOSED LWWAY LOCATION ^ GARAGE RESIDENCE _ r 22.0 35.3' i o r 21.2" .. h WOOD CH W RAILING 3 Z R tPTIC TANK o CESSPOOL o '� N Ll Ni 50. 9 4 .91 4K.5s R= 25' A= 39.27' N 39' 00' 00" W 125.00' 49.60 49.41 50.07 50 n n i n e9.87 C/ SURVEYED 26 AUGUST 1998 SURVEY OF SCALE 1"=30' L 0 T# 7 AREA= 40,J65.0 SF IN OR TM 1000-083-04-07 MAP OF WOODBINE MANOR 0.9266 ACRES FM # 8239 ZONED AC FILED DEC. 15, 1986 SITUATE NOTE' ELEVATIONS SHOWN HEREON CU TCHOGUE ARE ASSUMED DATUM TOWN OF SOUTHOLD SUFFOLK COUNTY, N.. Y. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. OX 294 GUARANTEED TO SURVEYED FOR RONALD LAJDA NEW SUFFOLK, N 1 6 RONALD LAJDA DEBORAH HUGHES 516 7 - 35 DEBORAH HUGHES FIDELITY NA71ONAL nrLE INS. CO. CE D LAND RVEYOR TOWN OF SOUTHOLD NYS IC. NO. 4 273 1. 17 APRIL, 2000 LOCA TE POURED CONCRETE FOUNDA TION 2. 05 JAN., 2001 FINAL SUR VREY. 6 FEB O/ ADD PROP.DW LOCATION. 98C730 J. 0/ MAR. 2001 CORRECT WELL LOCATION 8 MEASUREMENTS • - t DEPT. or. ;,t TEST HOLE DATA LOT/ 6 't',r" SUPPLI17D BY : McDONALD GEOSCIENC£ ` '98 OCT 14 P1 :57 r EXISTING GRADE P° a+ sarr eaw a SURVEY OF OL LOTJ 7 sf'or� 04 U Wow taus sar � IN c.9 yr 3 MAP OF WOODBINE MANOR fss.P V4. DOS X39 SITUATE NOww sarr aw W/2*mmvn SAI WELL>150' S Jr 00' 00"' E 150.00' _ CUTCHOGUE •0 ,�� 7 '' SUFFOLK COUNTTY,,ON Y. �� a S ZONED AC S►� 6_1 /, / MOM FM TO COARSE SAND w/ 10Z GRAVEL SW 14— Fil f• CSG/�v 20' DRAINAGE EASEMENT rM 1000-093-04-07 FM / 8239 FINISHED GRADE FILED DEC. 15, 1986 rt /✓ f Jr�/ r/a• /r, T' MAX. I 26 AUGUST 1998 I PROF? WELL _ �' SCALE 1 30 � AREA- 40,363:0 SF s 300 S.F. OR S10f WALL 0.9266 ACRES t LOT GENERALLY LEVEL /�� AREA S�1 OOL/NG GUARANTEED TO RONALD LAJDA 2' MIN. GROUNDWATER DEBORAH HUGHES 25 FIDELITY NATIONAL TITLE INS. CO. LOT/ j01 /1 l ` ly TOWN OF SOUTHOLD 7 PROP. DW. FRAME 5 114/L[ l// �� w TYPICAL CESSPOOL SYSTEM GARAGE 25 NOTE: ELEVATIONS SHOWN HEREON N. T. S. ARE ASSUMED DATUM .� '11015q' 60' 2,OOOt SF SINGLE FAMILY RES. 35' FINISHED GRADE $ W/3 BEDROOMS 1: MlN. 2' MAX• SURVEYED FOR RONALD LAJDA J $ 3 1/4. / ,. DEBORAH HUGHES • h 60 , 2 $ 8' MIN. TO CESSPOOL SEPTIC 70' g 900 GAL. SEPTIC TANK PROPPSED TANK h Guarantees indicated here an shaft tent only to the person for wham the survey CESSP©OL TYPIeAL SEPTIC TANK is prepared, and on his beMlf to the 50 39 4 •91 title company, G overinental Agency, 4 .5 Sending insfih ion, if listed hereon, and Ra 2S, to the css;snees of the lending institufion. A= 39.247' O Guarcntees are not transferable to TEST HOLE additional institutions or subsequent ownW16 SUFFOLK CO. HEALTH DEPT. APPROVAL N Jr 00' 00' W 125.00' H.S. NO. unauthorized alteration or addition to thi: 49.60 .4 - STATEMENT OF INTENT survey is a violation of Section 7209 of the New York State Education Law, 50.07 50 An n n _ P�X9.87 THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS Copies of this survey map not bearing OF THE SUFFOLK CO. DEPT OF HEATH SERVICES the Land Surveyors embossed seat shop not be considered to be a valid trutr OPY. TOWN OF SOUTHOLD SUffC COWN DWARTMW OF HM=SERVICES FOR APPROVAL OF CONSTRUCTION ONLY PENM POR APPROVAL OF C0MTItLXM019 I=A DA TE B FANMY ILESIDEIU ONLY APPROVAL DATE y 14S AFF Nt1,P/ Q Q SURVEYED BY SUFFOLK CO. TAX MAP DESIGINATION STANLEY J. ISAKSEN, JR. oyED DIST. SECT. BLOCK PCL. P.O. $ � 294 1000 083 04 07 NEW k ' L K, MY 11956 FOR MAXEMUM OF BEDROOMS 516 — 0WNER ICEI 00 TIM YEARS DAT$OF AMOVAL RONALD LAJDA, DEBORAH HUGHES E ND U R NYS ND. 492 99CI30 I I. REV. WELLS SANITARY LOC. 7 OCT.98 TEST HOLE DATA LOTJ 6 Ft ! SUPPLIED BY : McDONALD GEOSCIENCE EXISTING GRADE \.y: pNp °�° DARK BROWN LOAM OL SURVEY OF - /� BROWN S/LrY LOAM OL sF�T C) " 2 LOT 7 ") C C 9S, BROWN LOAMY SILT ML IN FSSo W W 10 MAP OF WOODBINE MANOR 0- 4' Sl TUA TE BROWN S/LrY SAND W/2OXORAVEL SM WELL>150' S 39' DO' Do" E 50.00' CU lCHOGUE 5 .0 '' FO CUYO , SUFFOLK Y BROWN FINE TO COARSE SAND W/ 10X GRAVEL SW ZONED AC 17' O N 20' DRAINAGE EASEMENT TM 1000-083-04-07 FM # 8239 FINISHED GRADE FILED DEC. 15, 1986 1' MIN. 2' MAX. 26 AUGUST 1998 SCALE 1"=30' 300 S.F. AREA= 40,365.0 SF SIDE OR LOT GENERALLY LEVEL AREA WALL 0.9266 ACRES LEACH/NG POOL n GUARANTEED TO RONALD LAJDA 2' MIN, GROUNDWATER DEBORAH HUGHES LOT,f 8 FIDELITY NA TIONAL TI TLE INS, CO. TOWN OF SOUTHOLD 5.4' TYPICAL CESSPOOL SYSTEM M b 16.4 N. T. S. NOTE, ELEVATIONS SHOWN HEREON ARE ASSUMED DATUM i. 7• b Q � POURED CONCRETE W FOUNDA TION FINISHED GRADE s 1' MIN. 21.6 35.0' 2' MAX.' �, J R 21.3` SURVEYED FOR RONALD LAJDA Q 11/4"/ 1'_ _ I h 3 — DEBORAH HUGHES 2Ltr0 0 8' MIN. TO CESSPOOL rn � 900 GAL. SEPTIC TANK 50.L39 4 '94 .5 TYPICAL SEPTIC TANK R= 25' A= 39.27' @ TEST HOLE N 39' 00' DO" W 125.00' SUFFOLK CO. HEALTH DEPT APPROVAL .. 49.60 41 H.S. NO. STA TEMEN T OF /N TEN T 50.07 50 X a n n l n QQ 4.9,87 �`� THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS \ �/���'� lJ FOR? THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT OF HEATH SERVICES S APPLICANT TOWN OF SOUTHOLD /FOR APPROVAL OF CONSTRUCTION ONLY DA TE : APPROVAL SUFFOLK CO. TAX MAP DESIGINA TION SURVEYED BY DIST. SECT. BLOCK PCL. STANLEY J. ISAKSEN, JR. 1000 083 04 07 P.O. BOX 294 NEW SUFFOLK, NY 1195 OWNER 516 4-5 35 RONALD LAJDA, DEBORAH HUGHES ICEN' D LAND NYS IC N0. 49S YOR 98C730 1. 17 Af'Rl:_, 2000 L OCA TE POURED CONCRETE FOUNDATION. n I rEST HOLE DATA LOT/ d r ;n-, SUPPLIED BY : McDONALO CEOSCIENCE 93 OCT 14 P 1 :57 EXIST/NG GRADE "w 77 IX SURVEY OF ° LOT,}' 7 `rfo O MOWN Miser set at IN r�0 y3„ y Oj MAP OF WOODBINE MANOR CESSPOOL 7 VIE� \ e SITUATE Jg i MOWN MITSAHD W/]axCRAYEL SY WELL>150' S 39' 00' 00' E 150.00' _ CUTCHOGUE 5 .0 �/� //jam 71 SUFFOLK COUNTY ON Y. MW DHE to cause swo W/ sox MITL SW ZONED AC s /V, tea ><� a ,•/JA%f/7�1�J i c��� 17- 0' DRAINAGE EASEMENT 0-61 t /S !� z / TM j 823983-01`07 _ c{/�, FM d2S9 1 kJ� `v`/,�./ //�-��r l // FIN/SHED GRADE r FILED DEC. 19 /986 Ao[ (/s r r l MIN. ,( W/ �' MAX. 26 AUGUST 199d t PROP WELL /-S 1� /1 n np SCALE 1 0,365 t'OL 300 OR S.F. AREA= y0,J65.0 SF SIDE WALL 66 LOT GENERALLY LEVEL ��iL AREA 0.9286 ACRES SIJ OO Itis GUARANTEED TO h Gasf� � /✓ RONALD LAJOA HES 25 �w-./� �C 2 MIN. GROUNDWATER FIDELITY AEBORAH TONAL TITLE INS. CO. LOTj�p{� O _ / TOWN Of SOUTNOLD PR P. DW. rRAME GARAGE SU/�/Lr /// TYPICAL CESSPOOL SYSTEM li 25 NOTE: ELEVATIONS SHOWN HEREON �� (✓�S � N. T. S. ARE ASSUMED DATUM Lj 60' 2,000.k SF W SINGLE FAMILY RES. FINISHED GRADE g W/3 BEDROOMS 35 1' MIN. '' 2' MAx. SURVEYED FOR RONALD LA✓DA g rje / 1• Ve' /s• DEBORAH HUGHES 3 O � 60 z g 8' MIN. TO CESSPOOL SEPTIC 70 g 900 CAL. SEPTIC TANK PROP#7SED TANK h Guarantees indicated here an shad raft 1 only to the Person for wMm the srnwy TYPIL'AL SEPTIC TANK is prepared, and on his behalf to the 50 39 4 •94 .5 CESSPOOL title cempeny, Govermental Agency, tending insiittficn, if listed heraan, and R= 23' to the cs,iCrees of the lending institution. A= 59.27' • D Gvnrcnlees are not tronzfuoble b TEST HOLE additional institutions or s,bssq.enI owners - SUFFOLK CO. HEALTH DEPT. APPROVAL N 39' DO' DO' W 123.00 H.S. NO. Unauthorized alteration ar odditien to mi, 49.6 41 0 STATEMENT OF INTENT survey is a violation of Section 7209 at the New York State Education Law, 50.07 5O-L — 9•87 THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS copies of this svrvey map nor bearing OF THE SUFFOLK CO. DEPT OF HEATH SERVICES the Land Surveyors embossed seal shah � not be considered to be a valid free, copy, TOWN OF SOUTHOLD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVKMS FOR APPROVAL OF CONSTRUCTION ONLY PEDIffrPOR APPROVAL OF CONSTRUCTION FORA DATE : "7N/Cjq,EQFAMMV RIMDENCE ONLY APPROVAL DATE �/ / 1 S RE .P O 4 0�� SURVEYED BY SUFFOLK CO. TAX MAP DESIGINATION STANLEY J. ISAKSEN, JR. APPROVED DIST. SECT. BLOCK PCL. ;NkYCSE 1000 083 04 07WFORMAXEs1UMOF BEDROOMSOWNER6WMRQI MMIrEARS MDATEOFAPPROVAL "RONALD LAJDA, DEBORAH HUGHES UC.=NO. 49?7 ✓ 98C730 I REV. 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III ■L—.��� I, ��.I .��_ s �1k!'•1'.-"I �I _ _ ^- !� -..,.�. - (Alr�'•C�L=I�`l�IIIIIIIIR':��. . � -••_L �-.+, I r "`-,�, -�,�r •ti I,, "�► � fir_ �h' 1 ��` ��{, `' . �( � J������ �I ✓ ` �,I ?? 1 1 .1 1. 1 .• o .. b w �DS . r 1 FL = L-- — r4- _ 1 7 do ca T4 41i j to -38 I ' ---+-1 - .�- 't 2,_, �� .•_l�_ 1! 210 w _OI , 8 -- -- - -- -- -- - - 53 � a — - - - -- I 1 4 _ � 2 i Mfrfiis eF= J j ji 0' - - - FL cuR Jylsrs Ih__Oc J I _ LU ' TrPlra AZA Cyt t , r 1 If I �• PRL i 1' i oe WWY O� --- y' - - - ✓Dist _ �' � I : 3Pe rs . - - r ' 7 ©FES 10 p 4, 40 1 mI - 14 17 (z 9 z fo __._.. EQ��b s rQNor cRo ,< `�— G 2- aA ?ug Aultl 1%I O TR 4 LI 00 0 GENERAL NOTES 0z Q U 0 U a w WOOD STUDS I. UNLESS NOTED OTHERWISE FLOOR FRAMING SHALL CONSIST OF v ` w 16' O.G. NOMINAL 13" DEEP WOOD FLOOR TRUSSES. � w 2FLOOR BY TRUSS TRUSS DESIGNED AND ERED MANUFACTURER AND COMPLETE INSTALLATIONr o = d 3.. N R\ POWER DRIVEN s 4'-II" 7-10" 25'_1, ANCHORS a 6` 0.C. DETAILS SHALL BE PROVIDED. _i = m a o THRU TRT'D PLATE 3. COORDINATE ACTUAL FLOOR TRU65 DIMENSIONS WITH THE SELECTED TRU86 MANUFACTURER. m o 6X6-W1.4XWI.4 WWF OF THE vi w 0 CENTER OF 4. JOIST SPANS WERE DETERMINED ON THE BASl,S ALLOWABLE STRESSES IN THE 'I%V'" GRADING RULES OF THE 4 o m a - SLAB lTYPJ SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) a $ o < a \ - - - - --- --- - - - -- - --- -- - - - - - -- - WIRE REINF (4'-0" KILN DRIED. WIDE) IN THICKENED 5. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, GONG. SLAB ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON n DRAWINGS. r - --- --- - 1 12'-8" 16'-0" - -_.� - - - - -- -zl 6. CARRY ALL FOOTING TO FIRM R DISTURBED BEARING: 16 RODS CONTINUOUS 1 JI \- J FL FLR TRUSSES 5 10 - ----e-0!---lTY� -----8' 0 ----r (2J TREATED 2XVS AND W 6 \ D� II-011 • / 81 S CONT. 240D USED IN CONSTTINUOUS. FOUNDATION WALL WITH (27 16' X 12' FOOTING FOR 8" r =J x4 REINF. IXIO TRIM BOARD (TYP.) x4 REIN FOOTING FOR 125 DATION WALL WITH (2) D ` R TRUSSES (21 x4 1. ALL WO OF DECKS AND STEPS /p (8) SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS, ` r (141) BOLTS, HARDWARE, ETC.)SHALL BE GALVANIZED. IF J L - J L - 8. FRAMING DESIGN BASED ON THE FOLLOWING LOADING 3 -_ ------_ ___ 0 _ i' III CONDITIONS: v 0 ROOF 4 FLOOR DEAD LOADS - 15 PaR z -- ------------- ------ -�-__- DETAIL A I THIGGENED SLAB ROOF LIVE LOAD - 30 Ralf FLR. TRUSSES L I- �c 2 3/4" I'-0" FLOOR LIVE LOAD - 40 P.B.F. be I : _ _______ ___L �____ - ___ — TREATED 07 - S MAXIMUM WIND SPEED 80 M.P.H. - DECKING-� - VERIFY SEISMIC REQUIREMENTS FOR YOUR AREA. - -I N m Ze) F All - e. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. m J _ 0 10. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE _ X W ,X„ N j ^ p P,3p_ L = TO DAYLIGHT SPECIFICATIONS FOR THIS HOUSE. ,-1 11. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY w .i B CJ°S O U j NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION 3Im OUB" OLLl FILL SOLID ALL CELLS WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING LL= III WHERE 5 H WN * * S5. EAM I B a / M 6 PERFORATED DRAIN PIPE TWO ANGLES.REQUIRED4 O INSPECTOR SOIL DESIGN BEARING PRESSURE IS ASSUMED -11 ADD l2) VERT. x5'5 AND / 6" LONG WITH ANGLE xI m S / AROUND PERIMETER OF BASE- BOLTS. NOTE, 2000 P.SF. 12. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS __ \ ENT IN GRAVEL BED. DRAIN AS PER CODE. Tr LY v - ------ - / � �\ \ n - - - - - - - - - - -- - - - - - L L - - - - - _ _- - - - - BY PROPERTY AND SITE. A. PROVIDE MPLE5 WITH O? ANDAOFAL BUILDING CO (8 v �- / v \ -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - I \ AND CONFORM To BOOR NATIONAL BUILDING COPE", FLR TRUSSES I I- - / AWAY FROM HOUSE 5 PERMITTED S WHICH COMPLIES WITH " UNIFORM BUILDING CODE". HOWEVER MODIFICATIONS MAY I I COMPLY WITH LOCAL AND STATE CODES. IDE SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER L- - - _ _ _ - L Q J O K W12 STEEL WALLS THAT ARE PERPENDICULAR TO FLOOR JOISTS EAM 15. INSULATION: - , ro NS.' �O I I CEILING- R-30 I * n S �d0 I _� FLOOR—R-19 WAL.L P-15 v_ -- -t FLR. TRUSSESzw _ W f159 3I'N WW It V I 16. INSTALL ROOFING MATERIALS ACCORDING TO I' L - - - - - - ----- -- - - - - , -� I MANUFACTURERS RECOMMENDATIONS FOR THE AREA m WWWC p FLR TRUSSES AND CLIMATE. INCLUDING BUT NOT LIMITED TO G-H EAA E 4 SHINGLES, TILES, FELTS, FLASHING, AND FASTENING DEVISES _ _ _ _ _ _ _ _ KLLU—_— jW- --- -- --- a m CHIMNEY CONSTRUCTION REQUIREMENTS Xlm �_ � m v Js III 2 CTI I. USE I5/32" STRUCTURAL GRADE 11 PLYWOOD SHEATHING, IJ L, 3'-0"X3'-0"XI'-O" I IW XIW Y \ 2 - R" = I'-0" 2. SPLICE ONLY ONE CORDER STUD AT ANY SPLICE. STAGGER T14K FTG. W/4 SPLICES AT LEAST V-O" AND USE (4)STUDS PER CORNER BIm MIW 3. USE IOd NAILS e 4" O.G. AROUND ALL PLYWOOD EDGES x 4'5 EACH WAY FLR. TRU55E5 B m , AND 12" O.G. AT ALL INTERMEDIATE SUPPORTS. ITYP. OPPOSITE = W 12 X_26 III - O �1r 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. SIDE) FLR. TRU55E5 (167 __ __ __ v COMPACTED FILL. SLOPE I 0 I 0 1147 -_ ___ (TYP. 3 PLACES/ - ---- --- -,I.q ---- - III / WITH (37 x4 y- STEEL BEAM - L 4" GONG. SLAB W/ 6X6 f p 1 3,_6„ I'-10+ I- II'-10" III PIERS. X 2'-O" X I'-0 WAY UNDER Ip 0, WI.4XWI.4 WWF OVER 6 MIL / v PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) v MOISTURE BARRIER OVER I. PROVIDE 2'-0" " DEEP CONCRETE FOOTING m m SID.P. COLUMN REINF. RODS EACH " SQUARE MASONRY FOR DRAINAGE I I 5 8 1 6 10--A' — _ — yl 2. FILL PIERS SOLID WITH 2,500 PS.I. CONCRETE, TYPICAL. HEIGHT OF FDIrII v WAY I - W� 2 RS EA WAY 1' Iro EE A MINIMUM of I6 HEI X16' ,q "� SIIEAGXB OH/WAY �L - -- - -1 2 L----�---J BA(TYPI3 PNG ILACES T -� - L 1 —Jm -- DBL TRUSS_-- III m 3. B. PIERS BETWEEN 36'D ON FOUNDATION eO� INHEIGHT -- ----- ---- -- -- STEEL BEAM -----� I _ SUB FLOOR SII 4 --Y-_- '--� BASEMENT CONSTRUCTION L J I Ili y___ - L BASEMENT WALL CONSTRUCTION SHALL BE REINFORCED TURd DOWN SLAB TO ---—-—- -—- - - I_ _ _ W 12 X 26 _ --i fir. III MASONRY OR REINFORCED CONCRETE, AS 1.0 KIPS ® I r STEEL BEAM REQUIRED BY LOCAL CODES. FROST DEPTH AND SLOPE I FOR DRAINAGE 2p-4" 5'-6" G - - - 2 FLR TRUSSES li. 1, ro m u FLR TRUSSES 67 G 47 II FOUNDATION LEGEND 16.-5.. 4" ® o li ; II 0) 2x BLOCKING W1 /24 N 0 r 0 L - - - - - - - - - - - - - - - - - J m I IT ¢ C ,r li I ECUS m 24" O.G., 13" DEEP WD.FLOOR TRUSSES - - - - j R. if ` I STAGGERED FL. TRUSSES UNLESS NOTED OTHERWISE - - - - - - - - - I FLOOR TRU65 r (IOL) SEE GENERAL NOTES Y P --------------------- A I RIM MEMBER AT DECKS / PORCHES —LENGTH OF TRUSS ^� = I L T SES' SHALL BE DESIGNED TO CARRY LEDGER\ I STEEL BEAM V REp INK z Z FLR TRUSSES I - J I6V W I �n L Inc. -- - - - - - - - - v I e;ardner Architects, _ E D nald A 12"X12" SOLID ` I CoPynC. led by n.i1r1A Gardner,Ina I ERICK PIERS ILL -- --------- ---- ------ -_ ------------ J Tndbrf L _ J _ v --- TREATED 2X8 INSIDE 00 II PERIMETER OF IIG # DOUBLE TRUSS AS SPECIFIED BY J II DECK 1 PORCH TYP. _ li MANUFACTURER (TYP.) n TRE X6" �9INK- re, m TREATED ��qq ear m RED TTS• H � ry P �Z li 0 must apP CAP PLATE 6"x6"x1/2" C DECKING--� �- - is sea rhes es an dlcgal p N3 rl 11115 sea I' Sort Ilus Ilcgal copy to I/ WITH !4) 3/4"b BOLTS Z • •O 1 copy p Archncels,enc. `- I O m 1 Donald A.Gxrdncr' � - - 7 F - F - � f -� - � I-a1xJ-38S-V D K'I ' OD ____ __ RPD INK 3 SECTION \ \ w ¢ C PROVIDE TREATED (2) TREATED 2X8'5 44-7 F----------------� SOLID WOOD IXIO TRIM BOARD (TYP.) ,LUr________________ { BLOCKING UNDER cls c� TREATED WOOD ,e pD I O E S I S lir NOTE: THIS DETAIL S NOT TI-4E 2 n m 3 6 r � ti SAME Ae 7HICKENED SLAB Go 3 ALL COLUMNS TYP. I STEPS TO GRA AS REQUIRED � I I III p p U 1'-31/2' 91/2" 6'- " 6'-91/2" 1'-31/2" ee I , 31/2"0 SW.P. DETAIL SHOWN F-OIR GARAGE N 3 y) (t COLUMN ITYP.) 0 cc 5'-4" 35'-0" D o WOOD STUDS) q N BASE PLATE ANCHOR I/2" a 16" R D ® a X B LT , ON ANCHOR POWER DRIVEN 0 BOLTS, ON I" GROUT BED ANCHORS • e" O.G. 6 /p THRU TRT'D PLATE m TOP OF 4" SLAB 6X6-W1.4XWI.4 WWF 0 e CENTER OF � SLAB (TYP) d ---- -,---- JS�pF NEW yO WIRE REINF. (4'-0" • " , In -' IIII a n \ TUN DOWSLAB • AVP3P N1C{ETy�rP+L' WIDE) IN THICKENED aI1 ' GONGSLABPIPE VENT STACK TO TOOFFOOTING jJ L=YSTUD WALL COLUMN FOOTING SEE BASEMENT PLA X FLOOR JOIST/TRUSS EACH ps o32z541 �A" is X`!-• - �� SIDE OF PIPE W/ 2XIO BLOCKING a GFESSID !4) x4'5 DONT. BASEMENT AND FIRST FLOOR FRAMING PLAN O.C. � 1 V- 8" CO R P D TAIL I O INDICATES BEAMS ABOVE R OF STUDS UNDER rq -� SECTION 11/2" = I'-O" 2 0 T'I'PICAL PIPE THRU FLOOR z I DO NOT SCALE DRAWINGS. -� w NOT TO SCALE COPYRIGHT © 9/8/95 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION p ZY rn t z U a > p U p p IS O Q_ J IS � p J ¢ U > Z rc p N F N 0 ie O t v o ° 3 i n z J rc w w p LL J p 2'-10" 2'-10" POOR SCHEDULE SYMBOL 0 J 0 _ U Q U W O Q Q ❑ ❑ MA K SIZEDESCRIPTION I 3'-0" X QUAN, 2 6 0" k 6 8 X 1 3/4" EXT. HARDWOOD, f2) 12" SIDELIGHTS I 6' — -8" X 1 3/4" c C oLs EXTERIOR HARDWOOD, FRENCH, SLIDING I 3 16'-0" X ,1_0ii GARAGE DOOR I R 4 2'-4" X 6'-8" X 13/8 INTERIOR BI-FOLD I T\ 5 2'-4" X 6'-e" X 3/e" INTERIOR HARDWOOD I AAL —L — — J— 8"❑P.) `TRAY CEILING BBB 12'-e" \ \\ \ \\\ 16'-0" 6 21-011 X 6'-e" X 1 3/8" INTERIOR HARDWOOD 2 X 6 S"_�•- _�-• 1 2 '-e" X 13/8" INTERIOR HARDWOOD l 8 2'-8' X 6'-e" X 1 3/4" EXTERIOR HARDWOOD, FRENCH I S SLOWER H / \ ,Cs ASS I h MA�TER BEDROOM � HANDRAIL 110 2'82X 61_611 IBX 1 X 1 INTERIOR HARD D I 6 _ I, 11 eD{ v \ \ \\ 1 Pm ' 813/s ' X 13/8" INTERIOR HARDWOOD 2 Z, 1 I INTERIOR HARDWOOD 2 Ki R 2'-6" x 6 �D mJ li '-8" X 1 3/8" INTERIOR HARDWOOD I FAN WITH '' \ \ ro BI-011 X 6`-8" X 13/8" INTERIOR BI-FOLD I \ 14 2'-e' x 6'-8' X 13/4" EXTERIOR HARDWOOD, I HR FIRE-RATED I �a d j MASTER \PosTwooD DECK \\ a 7n w30 6� FOR\ \ =o D TUB 1 O I I. — � — �//��/ - - m\ II ❑ \\\ 2:.11�� � 5 6 5:_6ii \ \ 5•_6" 5'_4" 3'_4" 6 ml l / /� j V a o 1 i' L- - - — — — BREAKFAOT © I wP ©� A ® ❑ mV-01. 3 g•: , : : � �1v-9° ...11, tI. „ SYMBOL & 1 closETl -- �' WINDOW SCHEDULE ❑ D 4" 5 O / " 1Qa \ 13-5" r-® g" MAR 2ROUGH OPN1'S DESCRIPTION FELLA NO. DUAN. I I� // \ J $s \ _ — m _ / 1 - `. -9 I/4" X 5' 1 HS°- DOUBLE HUNG DCWDH3363 3 O ..RO . .r m//n /--en.` r ,I 'r ,. C B 2 9 1/4 X 6' 3 1/4 8 61 DOUBLE HUNG DOLDH3315 10 '-9 1/2" X 3'-3" VELUX CO. SKYLIGHT * VELUX CO. TPS-104 2 STORAGE w' a I \ 0 ® G oe ® BEDROOM °'2 ��I D psx.2 h SHELF= q \ i ❑ x 0 // m // _ ) i F S 1 X 5' 3 1/4" 2 DOUBLE HUNG DOWDH3363-2 en S _ ❑ �� E 2 -9 I/4" X 5'-6" 2831° ttN 1s SL. HUNG, CIRCLE 'D.* * SPECIAL 4 � 14 YPi \ � 6 -0" DIAMETER CTX) 30- 1 CIRCLEHEAD * �K SPECIAL I 00 ` G 4-51/2" X4-31/4" 4`<41 f PICTURE DCWDH5351 I C1 - UTILITY / -�-�� 119 / ti 141 ' / 1`(/ � H -9 1/2 X 3'-3" VELUX GO 5K7LIGHT * VELUX CO. VS-104 I ROOM STEPS 45 v 1 GREAT ROOM {y J 3 -5 1/4" X 6'-3 1/4" 3 ' 4 2 DOUBLE HUNG DOUDH4115 2 p REQUIRED it \ B 0 )5y^( \ E I 36" FREFAB. n 2 I/4" X 6'-3 I/4" (� FIREPLACE 1� 3'-4" K 4 - u tf 61 P PICTURE SPECIAL I Ho , � I BIBS j v I�OIII I � KITGNEN �� {'1�I y� r v / / UP TO -_ (I !1 LIN. i�.0 0 � FAN WITH �I\�® q I� / HOSE ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED AS MANUFACTURED BY 0 i 1 FIREPLACE LT. 1 n ROD r 6 5HLV5. SHELF U BIBB r "FELLA" fROLLSCREEN GO., FELLA, IOWAb021V LIGHT —t —'1 BALCONY ABOVE 0 I 4 _B,4TN 11 VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION k Vi -- - - --- - - 11 it 5 ro VERIFY SKYLIGHT INSTALLATION REQUIREMENTS BEFORE CONSTRUCTION. IF CURB INSTALLATION /� \ply X 18 RECOMMENDED DUE TO CLIMATIC CONDITIONS, MODEL NUMBER AND/OR ROUGH OPENING 81ZE GEIL�� 0 ![ �\ _ _ REF. �q�p�' � Lld I /� ® S "l W �� 'I _ j� 'n MAY PART. — _ — -- _ _------- �LB ® \ w reR " 4A, $s — 1 ROD t 6HELF * * SEE BUILDING ELEVATIONS O - - - - - -- - - -- O l �" II — ---- RED INK !;I 4 -0 X 1 -0 G.O. 9 G LAR qGE \ Y — —— —— — — onald A Gardner Archilecls,Inc. _ a — -- _ - CoPYriSh cd by Inc. I \ '; !' , 13 and/or onald A.Gardner, e STORAGE /// j 01 REG # 1CD 5'_4" :_2.. 2'-0" 3'-211 g-6° I rin RF,D INK. —`` ^ Ti is sta muss apParhts is an;lnlegal / I Il Ibis slanip is not Rcd, copy. Leport this dlcgal copy N p Donald .Gardner, Archdects,Ine. STAIR en,' 1-S(K)-399-T5RD DINING ROOM X11 HANDRAIL CU \ I� x 11 up - - I� BEDROOM / STUDY d RED INK o — I m I . 0"m WOOD l l I ELECTRICAL LEGEND _ E COLUMN FOYER D I J SYMBOL DESCRIPTION W O DUPLEX OUTLET GROUNDED TYPE) - J 00U WEATHER PROOF DUPLEX OUTLETto ! (n J 3'-11/2" 6 3', �T/®I/2" 1'-11/2" B 6 3• B3'-11/2" _ 0 FLUSHDUPLFLOORL WALL SWITCH CONT OCAEONT S1Pt¢�or wtwk I 1� (� W • •O ❑ ❑ ❑ ❑ WALI- SWITCH CONTROLLED DUPLEX ABOVE COUNTER LOCATION / 220 VOLT OUTLET OR CONNECTION b II I,'� a OD ® ' Q 'r W W -- i ® TELEVISION ANTENNA / GABLE OUTLET _ n CC 00 tm TELEPHONE OUTLET LOCATION m 1 • � � N 6X6 WOOD /HANDRAIL FORCI-4 © DOOR CHIME LOCATION o3zz54t tV ® ~ • O COL. J❑ 120 VOLT JUNCTION BOX OP9pFESSION�y� AIR $ SINGLE POLE WALL SWITCH p -IT $° SINGLE POLE WALL SWITCH WITH DIMMER f� ('g _ to m 3 STEPS TO GRADE TREATED WOOD '_ ' $3 3-WAY WALL SWITCH n a0 3 AS REQUIRED (TTP.) I _ _ $� 3-WAY WALL SWITCH WITH DIMMER V � 3 -¢- CEILING MOUNTED LIGHT FIXTURE 6'-91/2 — -10" 6'-91/2" 6'-S 1/2" 6" " 6' WALL BRACKET MOUNTED LIGHT FIXTURE 21'-8" 5'-4" 35'_0" d�_� NOTE: SUSPENDED CEILING MOUNTED LIGHT FIXTURE Q X W VERIFY ALL LOCAL CODES, ENERGY RECESSED DIRECTIONAL CEILING LIGHT FIXTURE qe TYPES, AND SITE CONDITIONS PRIOR TO O ® RECE56ED CEILING LIGHT FIXTURE CONSTRUCTION. REVIEW SELECTED MECHANICAL m A B SYSTEMS WITH OWNER PRIOR TO CONSTRUCTION. 6 ®w RECESSED LIGHT FOR WET AREA RECOMMENDED LOCATIONS ARE AS FOLLOWS: ONE TUBE UNDER COUNTER FLUOR55CENT LIGHT THE WATER HEATER MAY TYPICALLY BE PLACED d Qb EXTERIOR GAS ALUMINUM FLOOD LIGHTS IN THE BASEMENT OR IN THE GARAGE. J\ H.V A.G. UNIT(S) MAY TYPICALLY BE PLACED a CEILING MOUNTED FAN - PADDLE IN THE BASEMENT FOR FIRST FLOOR AND LOORFIN THE ATTIC FOR THE SECOND FLOOR- FIRST IRST FLOOR PLAN4" • I' ® CEILING MOUNTED FAN - EXHAUST H.VA.G. EQUIPMENT IN ATTIC SPACE SHALL BE ACCESSIBLE BY AN OPENING 45 1803 a Ft. 1 CEILING MOUNTED FAN AND HEATER LARGE 45 THE LARGEST PIECE OF EQUIPMENT FIRST FLOOR SECOND FLOOR 80 eq. Ft. { }l PORCELAIN LAMPHOLDER SEE DIN No CASE LESS THAN 22`XB6". STRUG URAL DRAWINGS FOR ADDITIONAL TOTAL LIVING 1083 sq Ft. ® DOOR BELL BUTTON INFORMATION. UNFINISHED BONUS SPACE — 918 eq. Ft. en GARAGE i STORAGE 569 eq. Ft. SMOKE DETECTOR INSULATE AROUND ALL BATHS AND UTILITY ROOM. BASEMENT 1803 eq. Ft. ® CEILING MOUNTED FAN, LIGHT, AND HEATER TYPICAL WALL, 2X4'5 • 16" O.G., UNLESS OTHERWISE DIMENSIONEDof o Q o O Z m U- DO NOT SCALE DRAWINGS. ( I H- N C COPYRIGHT © 9/8/95 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. w = � NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION p u_ z — > 0 In iiR z In Z IN 240- SHINGLES F- --- - - - --- -- - --- -- - - - - - - - - - - FACE OF NOTE, SEE SECTION 1-4 FOR 1/2" PLYWOOD SHEATHING 150FELT WALL BELOW w ADDITIONAL EAVE AND WALL SECTION NOTES I WITH PLY CLIPS w =I =I 'j, ji, Ij\j, j 3 12 w V,10' w In 18 GA. HURRICANE 12 Z Ilk In O-C, H-rI 2X4 51 2XS ROOF RAFTERS S F - 6 321, O.C. V-4 3/1 MICROW 18 GA HURRICANE ACOD RArTBR ANCHORS, H-6 0 16"OkC. (3) 2X4S CONT. 2X& D D D D -9-r-R ECOND rL SECOND FL =A RANGE (sue) 0EU-15) —/ CUT TRIMMER FROM 2X—T BUILT UP MANTEL TOP OF FASCIA 5LATIE TOP OF IIIASCIA )L TOP OF F-L NOTE, VERIFY rAI ALIGNS SURROI- WITH HOUSE BEYOND dil Ixe WOOD FASCIA TOP OF PLATE <TCHEN 50TTOM OF TRIM ALIGNS 7=r. WITH IX4 TRIM t WITH PORCH BEAM. SEE 1< J015TS ) kill f, \-QX BUILDING ELEVI < R - / ,:�, L T In 31 PLYWOOD SOFFIT WITH 2' n KrLUS SLATE HEARTH CONTINUOUS FER:OR4TED IX5 TRIM 50ARD ALUMINUM VI IX15 TRIM 50ARD W L - - -- - - - - - - - - D STUDS 2X4 5LOI AT MID "EIGHT ILL 6 OF WALL 10 -SIP 0 ej A771C 570 7171 1/2" C.YfI BOARD ...... I-Ill il I,"Ilk I-III I ilk,"I"ll E; "/"`/DOWN /FA,4 TH II HORIZ. WOOD LP 0 If SIDING WITH 6" 1114T I eTOIRAGE EXPOSURE DO ATTIC ACCESS L ---------------- ------------------- It --------- ... .. ----- ----- 3/1 T 4 G PLYWOOD SUBFLOOR, 5 N `I k IX4 TRIM BASE GLUED AND NAILED 1401:1 1/1" (UNFNISHE EXTERIOR GLUE PLYWOOD IXIO TRIM BOARD OPEN TO 51 WITH WOOD DRIP UNDrRLA�IMENT IN WET AREAS) r. 3/811 EXP. I FILLER 7\------ - I---------------- HANDRAIL 0 IXIO TRIM BOARD WITH WOOD DRIP I FIRST FL 5ALCONY FIRST FL 4-1 COI *LA= W/ &Xr XWI.4XLUI.4 kul I 50NUS -OLYETHYLENE I/I GALV. A.B. 511 O.C. (UNFINISHED) & MIL f 2X4 PLATE MOISTURE 5ARRIBIR, T71C U GARAGE FIN. FL. ACCESS 0 0- 1 3 TOP Or `TREATED 280FLATE —0-11 ATTIC 5TORAGE MASONRY M jL PROVIDE 1/2"0 GALV. ANCHOR e;IBOLTS 6 00. TO SECURE TREATED 2XV PLATE C�ONT-69QRIZ=C.41=�T "CINIGIFII r,w -6 ik REINFCq, -e 10 Ld c, 11 OPEN TO BE LOW F, H 2500-�? F METAI- FLASHING IN t-0 rK I -- - -411 -fN 2�r E v a -01 ITT. --------- ------ - ------------------- 01-&1 HT. T�E#e --------- ---------------------- Air nOU'l (D UJALL 5ECTION 314" 11 -OIP (D ci or L Z A LV J 01 v V T q (TYf If IN ce 'e.*L L W 7��17 2 11 r C co 1011 31-111P 611-10, 0 WATERPROOFING W 0 ;gjU�PT, -1 Y� cf) -j to Ol F RED INK Cop -E�a Yrighled by 5-.,.ald A. Gardner�Arcfijjccts I F- > and/or Donald A. Gardner,bre. z LLI 4" CONC, 5I.,AB WITH 6X6- w 00 w W14XU14 ULF OVER & MIL MOISTURE REG. # Uj Go tM 54RIRIER OVER�A� a C', It Tfi:s stamp muqf t ap �0 �D F 0 II 'N - -OIP IP�0 F OCR FLAN Lf lb"S Stamp IS'lot R, cop D Do Y CP()rl III is I Ilegal copy to"I IIIIIIIIIIIIIj onald A GIol,, Arclonects, I, co �11 EASEMENT ov NEW),0 to — - — -— - — - — - — - I r, "' Go 3: I (TOI SLAB) RI INK I 0 (D 000 00 00 000 0 e C4 0 0 3/SP' EXPAN5ICNl JOINT FILLER 0 .00 0 33225 -1 000 X 0 0 FESS 00 0 FOR FOOTING SIZE AND 0 E T 1) IN REINI SEE GENERAL. NOTES ca PI N P RI ETER B E UN 0 A LI T L IGHT LIGHT LIGHT SHELF L (TYFI OPEN EN 7T 7, ILL SECTION ROR\\ WA IN FRONT 1. 1/4 1141' MIR OF 6 MIRROR D1811 SINK REF. 5:1 -Av LAI -Av - - T - -1 9 SHELF D F L— 19 't WA8HrRi DRYEPI KNEE SPACE <ITCHEN <TCH=N N -�ATH #2 MASTER 5,1 01 INTERIOR ELEVATION5 z , 1 6 z DO NOT SCALE DRAWINGS. (9 it 0 14 COPYRIGHT @ 9/8/95 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. og;� W -1 NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION C1 0 0 a- > w 0 o a METAL CHIMNEY J g w a COVER Q o m > a GABLE VENT STUCCO CHIMNEY RIDGE VENT a rc rc 4 W w n (TYR) a w q o o a U 9� �9 4�-0ii a o m vsi m o s s o 240-SHINGLES (TYPJ i a o E o a a TOP OF PL SECOND FL CONGEALED 10"ROOF OVERHANG n FROM FACE OF FLASHING 122 X12 12F 712 STUD TO FACE _ OF TRIM BOARD CONCEALED TOP OF PL (TYP. ALL FLASHING SECOND FL — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N. _ _ DORMERS) 12 SECONDFL - \ 3/4" WOOD TRIM TO WINDOW I'-0" OVERHANG AT 0 IXe W/ IX4 TRIM BREAKFAST ROOM _ (TYP.) 1X8 BARGE — — — — BOARD FOR INFORMATION ON FASCIA SEE _ SECOND FL WALL SECTION SUB) - _ FIRST FLRAFTER BEARING_ AT MASTER BATH ONLY I I I I - I a I I I I I FIR5T FL BPOOFENT SLAB) !SUB7 _ —---- —---- — —-- — —_— _— — ___—____-- - 1 6X6 WOOD HANDRAIL OMITTED IX4 CORNER I IXIO TRIM BOARD IXe HORIZ. WOOD SIDING COLUMN TREATED WOOD FOR CLARITY RIGS 4T SlpE ELEVATION 3/16" = I' BOARD, (TYP.)I BRICK WITH WOOD DRIP WITH 6" EXPOSURE STEPS TO GRADE TREATED BRICK PIERS LATTICE I r I I 0 I BEYOND GARAGE I I I I I I I I I I BASEMENT ----___ __-- ---_ _ _ (TOP OF SLAB) r—T _ _- --_ ___- -----_ __ __------_ __-----, L-1------------------ —J----- 1------- - ------ ----- ----- -------J FRONT ELEVATION 1/4" , 1'-0" 12 12 9� �9 m n \ 0) _ _ 12� X12 Jy TOPOFPL _ — _ _ _ _ _ _ _ //�\\ 12�_ g _ \\_ SECOND FL Y - - - SECOND FL / / \ \ \\ N 2 2 12p 112 SKYLIGHT OUTLINE OF BUILDING // \ li=�_rTi1 \ 0 S C (TYP.) BEYOND \ 4111 \ m v / \ h-���i \ Z �..� � ` wlNDow I i \ Ix TRIM gogRD m _ m / BETOND I1�i-r.alli \ AT ALL DORMERS (A \ E � Iz 12 / \ u _ -1-r I w O O SECOND FL _ gEARINCs _ /-_ _ _ _ _ _ SECOND FL _ _ - / \ - O (SUB) (SUB) / _ _ _ _ __ � _ - J pD CIO J U) n N ® ® z . _ � a .ir��j�R e U w � LU w W ¢ m of M FIRST FL _ _ ii _ _ — _ — _ _ _ _ _ _ _ FIRST FL _ O (SUB) (SUB) ® . _ a GARAGE FIN. FL. a VARIES I I I I I I I I I I Ren rralc I I = °D m 3 n m 3 Copynghled by Donald A. Gardner Architects,Inc. I V and/or Donald A.Gardner,Inc. I ra 3 I IriI I C4 a I I a I I I I I I I I REG.# BASEMENT I I I I I I M Q O --{{ __ _ _ _ _ _ _ .I�� _ BASEMEN? _ _ _ _ _ (TOP OF SLAB) 'i ---- '_ _— —r _ _ _ _ � �h _L _�____—� _ _ _ _17uzstarnp.uruGa sar-ir}RED-I#I --- __- _ r---- ----------------- r Y !TOP OF SLAB7r— T 1-'--- -- - —Yflfiisstamp is not Red this is an illegal DE NEW m r—— L__________________________ _J___1____1--11___- --------__________LJ LJ-_ _------__L___ _- - _— S —______—L—_J '(E I/'1' Donald Acparchicr, Arciiicops,Inc. — y1P INCE . rL°er Donald A Gardner, Architects,Inc. 1-800-388-7580 P + RED INK J r m d REAR ELEVATION 3/16 LEFT SIDE ELEVATION2032254 p�°FESS10 / Ij NOTE: CONTRACTOR TO VERIFY CHIMNEY FINISH MATERIAL WITH OWNER PRIOR TO CONSTRUCTION. IF BRICK MASONRY 15 REQUIRED, CONTRACTOR TO MODIFY 00 CONSTRUCTION OF FIREPLACE AND CHIMNEY A$ n/ REQUIRED. IL N 4 Z ZO �L A) O DO NOT SCALE DRAWINGS. z I w } COPYRIGHT © 9/8/95 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION p �Y �c �Ny � U w U p ay > p GANG LAM LVL RIDGE BEAM, LOCATE TOim w c ~ w N w RECEIVE RIDGE z a w BEAM BEYOND /\ J v, z u '^ z RIDGE BEAM BEYOND / i w o a p 2X6 GLG. JST'S. - - - - - - - < E m a " vii rc N SKYLIGHT �ry w _ 12 FIDGE VENT vi BEYOND w BOTTOM OF o GLG JOISTS _ _ _ _ 12 o RIDGE `I) �b 2X a p G o a < BE 7o� 2X6 RAFTERS 2X*,RAFTERS 4J 4V � 12 _- - 2 y • 32" CO: 2" AIR SPACE 9 - -jSG o V WITH 2X6 HORIZ. KNEE WALL, 2x4'5 1187 IPP /TYP.) 2'dr2e BLOCKING AND 4 1/2" PLYWOOD • 16" O.G. OUTRIG]GE 1 (12V (10') EACH FACE 2X4 BRACES ONUS FOR Orr''�� 2X4',$ 6 , • 32" O.G. HANG 2hN�RAFTERS CONT. 2X 32'-' O.G.•-" (UNFINISHED) SRIDGIN 2X2 WOOD FURRING 22XIO RIDGE SEAM d' STRIPS m 10" O.C. ,n IR" PLYWOOD - GANG LAM DOUBLE STUDS may_ SECOND FL— m SUB FLOOR / \ BEA TO RIDGE ABOVE - - - - - - Y (SUB) _ _ _- ___ __ _ GYPSUM I/4" LAYERS OF 12 TOP OF PL _ f �I TOP OF PL 5�h t LV GYPSUM BOARD 12 SECOND FL (2) 2x1 NOTE: ' 2X6,CLG. J5T'S. 2X6'S Zx G 2X4 RAFTER SCABS VERIFY EAVE \�- BOTTOA7-EACH-Irl ® AS REQUIRED ALIGNS WITH hr �� INC_ A35HOWN7 A AROUND VAULT- \ `(' HOUSE BEYOND GANG LAM OPPOSITE 2 ED CEILING \ �� DORMER WINDOW BEAM WYr> HAND KNEE WALL, 2X4'5 WINDOW GARAGE BErCl • 16" O.G. \�Q� p / DOOR GARAGE WINDOW ,o® I \�@ coFLaSHiN� BALCONY BTO. 3/4" PLYWOOD \ —: — — . — .— . — .— _ _ _ — r GANG LAM I \ FOYER DORMER FIRST FL SECOND FL BEAM !10') \ �- rsuBi - - - - - - - - - - conlasLAB - - � — I � rsuBi - - - - - - - - - - - - - - I II TAIR - - - _ _BorroM_oF --- - - - - - - - - - - - - -- - - - - - - I ( 1 L=R SOLID GLG JOISTS L_R 2XIm FLOOR JOISTS BLOCKING v I I NOTE: SEE INTERIOR m TURN OST SLAB EAGHNTO BOLE BETWEEN TO FROST DEPTH 2 I I j DOOR FOR FIREPLACE HAND HANDRAIL n p / HAND SITE // /_\ BEYOND DOOR I 4 ro / DECK GREAT ROOT"I OYER PORCH j I 1 SECTION 1/4" = f-0" iVI TREATED 2X8 JOISTSSLOPE TOP FOR DRAINAGE �o FIRST FL _ _ _ _ _ J_ 4 1/2" WIDE HANDRAIL, OUT (SUB) U IN FROM 2X6, W/ 3/4" CHAMFERS I TREATED BRIDGING_ L=g III=�=III-III=r= 3/4^X1 1/2" WOOD APRON T—I I1=1 �_ �11 u MOULDING `n �,1J -III R wpIu w 0 1__L -111 H �_ m Iri--L� I STATED WOOD EPS TO GRADE ICO (2) TREATED 2X8'5 'i 111 R I I 6X6 WOOD POST L____J AND IXIO TRIM BOARD. X1111 N_R / AS REQUIRED I/4" SQUARE PICKETS • 7" OA. 0 uWJ Q !,,/ t De 3/4"XI 1/4" FRAME TOP "� q I d- rmI '�= (OPPOSITE AND BOTTOM O 15Arr�MrNTL ge III HAND 31/2" WIDE BOTTOM RAIL , - 1 _W/ 3/4" CHAMFERS --____-- _(2) TREATED 2x85 AND _ _ _ _T1 1111111I11x10 BELT BOARD - ropAB) _ _ — _ _ -1 W/ TREATED 2X2 LEDGER =111011 = - 1 SECTION 1141 , 1 .0 '�I�Irl�til- l� � PIER BEYOND - - 6 /1� ,- I I(,` I RIDGE n BEA M /�xoc_ 12 12 12-X10 RIDGE I DECK HANDRAIL DETAIL 2X RAFTERS 2') CD 2X45 AT[F8 12 32" O.G. DOUBLE STUDS N I �� I TO RIDGE ABOVE 2X12 2X8 RAFTERS T_`� I RIS {✓fL 9 navOCONT.2X6 y 2X62X4'5 •I6" O.G. p \ W: CONT. STUD WALL, 2X4'5 VAULTED CEILINGO2X6 a I6" O.C. II p` �+ J Go SKYLIGHT NOT FINISHED. SEE DORMER2X4'5 ill O.C. V "SWELL Co . 2x6 {Z:14 I/2" PLYWOOD ONUS SECTION NOTES IS �/ \\��+. WINDOW 411 J N BRIDGING tips` 548 FLOOR (UNFINISHED) R' ifk \ �, `� ] n (D --� J �j', \ q CONCEALED , h C / r �i II \\ —CONCEALED Z • ,� 2X4'5 e32" O.G. BRIDGING 2X10 FLOOR JOISTS i�,],. SECOND -L TOP OF PL _ _ _ _ _ — _ _ - TRAY-� _ - _ AT TRAY EGO_ND FL _ _ - - _ (� �' U W a0 W YY (SUB) BOTTOM of CEILING - 45 CEILING (SUB) I i P GLG JOISTS - , W 00 19 RAFTER KNEE WALL, 2X4'5 NOTE: I N C BEARING a I6" O.G. 2X8 GLG. JST'S. 2X4'5 m 2X8 OLG. J5T'5. GANG LAM SOLID \ AT MASTER 2X6 RAFTER 2F AIR SPACE O.C. VERIFY ALIGNS WITH E I BEAM BLOCKING y ~ BATH TAILS 1, mii MASTER BEDROO (TYP.) HOUSE BEYOND I PORCH JOINT CEILING, LAP L—�J Bi- `r URR CEILING WITH d' v HEREWINDF SHOWN 2x4'S a 16" O.G. = S '_ OD m 3 SHAPED W - HERE FOR RAIL CAP ^a V CLARITY MASTER BATH M a3 I z r pp 3 11/4" PICKETS • i" o.G. r I 1 BEDROOM #2 LIN, BATH *12 CLO. BEDROOM / STUDY FORCH U (O 3 (2 PICKETS PER STAIR TREAD AT STAIR) Q I RF,D INK N O —FIRST FL (RST FL _ (-op .hled by Donald A Gardner Arc X (SUB) 9 � � —I— IX6 OAK NOSING 3 I A 0 �w 1 R EG.a u d CARPET OVER 5/5" PARTICLE BOARD UYMENT OVER 'rhes molt olt appear in RED MK, III I r1--L7 d IQ" PLYWOODOOD 6U 548 FLOOR = III- If this stamp n not Red,this is an Illegal — -> ll III - --- GANGLAM 11111 j r Donald A+(lardner'Architects,tine.BEAM �1 1-8()U-388-7580 IIS ( 0 RED INK I/2" GYP. BOARD �. illi- ,�pF NEW yO =11 =1 1 ilia r IX6 TRIM _BASEMENT _ 1= IFI =- AS_EMENT_ (TOP OF SLAB)—_ - - _ _ - _ _ — -� (TOP OF SLAB) o a9.:• - - d=� _ err? w _ - •• .J L •doe .J . =II=IL a SECTION — c /•� IeoF N� f. / r5--1 5EGTION I/4" 1'_m" ESSIO / I/4.. 1._m.. T Z 4 i � SECTION --' �q � � N 4 DO NOT SCALE DRAWINGS. NOT COPYTO H EOCOPIED/OR RE RODU ED95 ALL T WITHOUT WRITTEN RESERVED BY OPERMISSION NALD A. RDNER, ARCHITECT, INC. o,� N N ZG�K� O n 9 0 < FRAISE SKYLIGHT OPENING WITH J w ME (2)2Xa'S AT 1200E AS SHOWN. ¢ x w REFER TO FLOOR PLAN FOR LOCATION OF SKYLIGHT OPENING AT CEILING.FRAME CEILING FOR SHEATHING THIS WALL, OPENING WITH (2)2X8'5 USE 15/32" STRUCTURAL GRADE Y m v z 3zi FOR EDGE NAILING AND 12" O.C.FOR ALL INTERMEDIATE NAILING ------- PHANTOM LINE INDICATES STEEL BEAM w o = c = z 3 v m 5 - w 7 /—/- THI5 SYMBOL INDICATES LOAD BEARING o D L _y — — — — — — INTERIOR WALLS. ALL EXTERIOR WALLS < a 1 T ARE LOAD BEARING CLG. All(S-) \ � -- - 1 / —t — CROSS BRACING FROM BOTTOM OFF WALL NEE WALL PLATE 70 TOP OF WALL PLATE. p 2x4'3 • NEAR DOORS AND WINDOWS, LAP HEADERS BRACE RAF�ERS 60 X-BRACING ANGLE IS AS CLOSE TO 16" o.c. 45 DEGREES A5 POSSIBLE, BUT NOT MORE — — —J�—JI—— J 22X45 o 3T WITH • THAN 60 DEGREES FROM THE HORIZONTAL. WHERE MORE THAN 60 DEGREES AND AT � in —�I ALL BUILDING5/3211PS, USE STRUCTURAL WITHOUT STRGRADE 1 SEE BWLDING - CLG.JST'S. (IO7 1 ry I %ET`TRAY CEILING: 11 PLYWOOD. USE 8d NAILS m 4" O.G. j a KI FRAMING FOR EDGE NAILING AND 2" O.G. FOR ALL INTERMEDIATE NAILING 1 - RAFTERSI (189 rvl RAFTERS (19') m - DASH LINE INDICATES ROOF FRAMING CENTER LINE INDICATES BEAMS BELOW 1� ROOF. ( SEE STUD NOTE 03 BELOW) 3 INDICATES THE NUMBER OF STUDS 1 CLG. JST'S. 1147 O UNDER BEAM ABOVE. AT TRAY CEILINGJ _ (2)2XIDS WITH NOTE: — — — — i — — — — \ 2X6'8 TOP AND IF NUMBER OF STUDS AT BEAM ENDS j t 1 BOTTOM ARE NOT INDICATED, USE (2) STUDS. j z _ — L — — — — — — — — — — —N' / UNLESS NOTED OTHERWISE, ALL INTERIOR 1 —_ DOOR AND WALL OPENINGS IN LOAD � 1 - - ----- — — BEARING WALLS SHALL HAVE (2) 2X10 2k6 COLLAR TIES / �\ (2)STUDS O (2)STUDS O LINTEL WITH DOUBLE STUDS AT EACH BRACE RAFTERS • 32" Or.(107 / V/ To ROOF TO ROOF O LINTEL END (TYPICAL). FROM WALL WITH ro 2x49 • 3T' OC 1 / UNLESS NOTED OTHERWISE, ALL EXTERIOR 1 / DOOR AND WINDOW OPENINGS SHALL HAVE BRACE RIDGE / (2) 2XIO'S WITH 12" PLYWOOD PLATE LINTEL. J' FROM WALL WITH USE (2) STUDS AT LINTEL ENDS UNLESS CLG.JST'S. (a') 2x48 • 32" O.C. / N OTHERWISE NOTED U IX ISI m GL MATERIAL 5PEC5 3/4"xS 1/4" GL __—-�^ OPEN O U LAMINATED VENEER LUMBER GANG LAM LVL, X's CLG SHALL T , N LOUISIANA-PACIFIC OF STS. • I REFER TO SHEET •5 �, WILMINGTON, NO (800-999 9105) OR !12') fL UPPLIER FOR ADDITIONAL ROOF CO APPROVED PROPERTIES EQUAL HALL MEET OR EXCEED: I' FRAMING NOTES '� N I Fin = 2950 PSI �N'r .j 1 N Fv = 290 PSI E = 2,000,000 151 GANG LAM "5" LVL'5 ARE INDICATED. ® m, - GANG LAM "W" LVL'S CAN BE USED xl.: u O BUT VARY FROM 51ZES INDICATED �J h ml N CONNECTORS INDICATED ARE MANUFACTURED BY O` SAN TLEANDRO, GALROON�G1 IAS 50MPANY , INC., (3) 1 3/4"X9 1/4" GL. 1 � N � I I® _ W12X3O STEEL BEAM O m LL LL a�a I M/�y ✓ I 2 - 4 2 - - ,r - - - r212x1m's OY/" O — — - (TTP.)ell - UI n O IN ZFa I U. LL 01 / (D 2x6 CLG. OPEN NOTE, SEE DETAIL (129 Vx, O fp OF GARAGE LINTEL nn THIS SHEET O 1 O O O 1L n D'•f (' !2)2XIO'S WITH 12° O O ___ _ 1 " G.L. O N (3) 1_3/4'X91/4" GL. I 3 (3)13 ' I/4 PLYWOOD PLATE, I I NAIL PLYWTOGETHER W/D FLITCH BEAM TOGETHER W/ 166 NAILS TYP. EXTERIORSTAGGERED TOP AND BOTTOM, DOOR AND WINDOW Oj x x EACH FACE 12" O.G. LINTELS - - NOTE: FOR (2) OR (3)GANG LAM. Z x x x WHERE BEAM SPAN IS GREATER 1 1 3/4" BEAMS,NAIL MEMBERS E THAN V-0", CENTER 5'-0" LONG TOGETHER W/ Ibd NAILS PLYWOOD A7 CENTER OF BEAM x x STAGGERED TOP AND BOTTOM, w O O l e l0 B I N I e IA I 9 I SPAN. BUTT ADJACENT PLYWOOD EACH FACE O PIECES TIGHT TO CENTER PIECE. 'J CO l STAGGER JOINTS AT BEAMS WITH x x x J N U ILL i U 9 � I U ILL i U MORE THAN ONE PLYWOOD PLATE. 1 1 , PLYWOOD FLITCH BEAM DETAIL MULTIPLE GANG LAM. DETAIL , z U w ---==4- - - - - - - --- - - --- NOT 70 SCALE NOT TO SCALE ., co (2)2XIO'S w t0 6X6 WOOD COL. (TTP) , W Q C4 ® N C ~ • O A B RED INK - v . 6 to Copyrlghled by Donald A Gardner Mchdecls, Inc. _ � fp �+ and/or Donald A, Gardner,Inc OD 3 REG. # U CM 3 I" 9PAG� B WEEN / TOP PLATE of STUD WALL � N BEAM AND 5 FLOOR SECOND FLOOR STRUCTURAL PLAN (2) 12"° LAG DF NEWY ']']its slam must appear in R D INK, qF. O ® X I/4" = I'-0" i BOLTS �` P PP If the copy, R I9 not Red, gal i aide a] y1P src.E Tpr SUB FLOOR I'-8" � -0" OG. MAX. co . lic)ort lhls illegal '� 0 ,' PY I Lala rylo NOTE: /`� n r m m REFER 7O STRUCTURAL- LEGEND / Donald A 1(800 J8II 75il is r FOR TYPICAL ROOF, CEILING, STEEL BEAM, SEE / 3/41'° H TS _ _ AND FLOOR FRAMING SIZES. STEEL BEAM BOLT / WA5HER - PATTFI DETAIL —�— / RED WK 2m Uazz5°) @" O STRUCTURAL LEGEND THIS DRAWING _ _ OPOOFESSM"H , d SOLID BLOCKING NOTE, USE 8410 (CUT FROM 2X12'5) WELDED ANCHORS 3 1/2" MIN- N RAFTERS !X9 WHERE (2)GANG LAM LVL GANG LAM LVL BEAM D RAFTERS, 2X8'5 m 16" O.G. BEAMS ATTACH BEARING UNLE55 NOTED OTHERWISE 51MPSON CO. HANGER ' WP210 m EACH JOISTS 41/211 10" �' 2'- " O.C. MAX. I✓2"° BOL75 a 2'-0" ANGLE 3"X3"XI/4"X6"LG. .G., STAGGERED, WITH 12"° LAG BOLTS, FL. J5T'S. (X') WITH Ibd NAILS INTO NOTE, USE HH5-610 TO ANCHOR PLATES FLOOR JOISTS, 2X10'9 • 16" O.0 BLOCKING WELDED ANCHORS WITH BRIDGING WHERE (3) 2XIO'S (4) STUDS UNLESS NOTED OTHERWISE / \ ATTACH TO BEAM }� 2X BLOCKING, CUT FROM STEEL BE M BOLT PATTERN CLC.JST'S. (k'1 CEILING JOISTS, 2X5'5 * I6" C.C. 2X8, WITH 12"° ANCHOR DETAIL 01= GARAGE LINTEL o UNLESS NOTED OTHERWISE BOLTS 6 T-O" O.C. NOT TO SCALE NOT TO SCALE STAGGERED '�, / 0 'w � (Y SECTION AT STEEL BEAM o 0 Oh DO NOT SCALE DRAWINGS. � •� w ,�� NOTTOCOPYRIGHT E�COPIED/OR RE RODUCEDT WITHOUT WRITTEN WRITTEN DONALD P RMISSIONARDNER, ARCHITECT, INC. Q • N NLL' V < O > O z A T O o = O > REFER TO SHEET 01 / \y \ ? w 9 N o a w � 4 � w FOR ADDITIONAL ROOF / ��\'a--- -- \ . c u i MING NOTES / �0 \ '" 3 i V (2)2k1m'9 WITH 2x6'8 TOP ANLI �i X\ AOTTOM Q w a W N JZ. /- ---- W „ i KNEE WALL - - KNEE WALL o o �/ � / / 2x49 • C(2)STUDS OI O�(2J STUDS 2X4'5 • app`V {V/ \ O / I6" O.0 i0 ROOF lu TO ROOF I6" O.G. RAFTERS DOWN ( 14') 2�_/ \ 8'- 0 ( 3 a ti o a a T RAFiER5I TO ROOF BELOW ,y \ ��R�TER�'- i (B'-14) 2 RAFTERS ^!( a \ / / D SQUARE o� N c m \g�c` a7 0 -ISS N I ,-F/ - w 6X6 WOOD / ,r� \s" I COLUMN r S ___ II 3/4" WOOD �m / w m r \ / W 4 / / ,. 1 / \ / -r x TRIM Ll DOUBLE RAFTERS L J —yJ - - -L w ,�.YY2 -- - - - - -- - - " ss / ------- —(//--�I --- � --- (1 O" SUI DOUBLE 2 S GTION �G/I 0 /- p --- -- 'S RIDGE BEATI (2)13/4"kW"tr21 U I /r I'-O" 1 \ al - - — - - - - -- - -- - -- — 2X6 cLG. \ K \�,.• li �r ASTUDS NGLE TO RIDGE DS 0 1 2 FRAM SKYLIGHT OPENING WITH i I 2 C' MI55 LOUVER ABV. L— —— ���.-6- RIDGE BEAM 2 RIDGE BEAM 2kl(p ri:DGE BEAM (2)2 B AT ROOF AS SHOUIN. _ _ S i T---- -- — ------T---- ----- REFS TO FLOOR PLAN FOR a l IC" D�/ s l \c i� I ^ I 0 (�PICIAL CATION 2PLAGES) OPENING 0 N,�/ m 1 \10 yY/y aII- FTERS — 11r--1 vs w l j w l V I \ �/� wwodwl w � � I tw0�^ N e C \ .. � * 3R.W O,v PQyl y rv�J�20 S�y wN LL3�W D • Q ry 9�_� I COLUMN �{ B I — N — RAFTERS (18'1 IL------------- CT05ROOF O I O (TO ROGF� (IB7 RAFTERS — r m" HL I _ (2)i X0'9 — O I I O B'-m" HT. \ I IS GA. HURRICANE ANCHORS I I � I I \ I 3 2 3 — — — — (2)2X6'5_ — --- , H-6 a 16" O.G. CONT 2X6 ' �'fi'� \/ � NOTE: _ _ _ �_ _ _ SECOND F_L --------------' / \ / \ SEE SECTION 1-4 FOR y ���// L / ADDITIONAL NOTES L - - - ---- - --- --- -1" — 'J / I'\\1 m '1_- 2xa CEILING ---- (SUB) m -2p TOP OF FASCIA-�� JOISTS BEYOND TOP OF PLATE I -I el k IxlO PORCH CEILING, LAP 2x6 RAFTERS • "I S TOP OF '� v" JOINT 1X6'5 r07 I6" CC. I I BEAMIXB 2X BLOCKING, TOP AND BOTTOM j IX4 WOOD TRIM 1/2^ DRAWING FOR SEAM ((WITH ^ --- -- � . WOOD BLOCKING AS REQUIRED) MI - - -I_ L -- I — J--- L - --- � IL_SEE BWLDING SECTIONS___1� 9 L• 0 ___ __ �� B _ j 1X6 COLUMN GAP — ------------ Sr NOTE: 1WW W FOR ADDITIONAL DORMERa - I �_ C ________ KK R24MING NOTES F_______ _ ___________ — — —' L- -- -- - - - - - - - - - - - - - 44- - - - - - ----- I+-- J DORMER FRAMING ________ ___________ -- - -- -- -- - - - TTP. (3) DORMERS �+ FACE OF PIER BELOW CID 6X6 WOOD COLUMN A 4 1/2" WIDE HANDRAIL, CUT I a � /o �o FROM 2X6, W/ 3/4" CHAMFERS I W 3/4"XI 12" WOOD APRON N MOULDING - ROOF AND CEILING STRUCTURAL PLAN 1/4" _ -m" 11/4" SQUARE PICKETS a 7 Q.G. 2 Q AND BOTTOMMAIME TOPam r L NOTE: pO E REFER TO STRUCTURAL LEGEND m FOR TYPICAL ROOF, CEILING, 1X6 COLUMN BASE TRIM - O U W O O AND FLOOR FRAMING SIZES. 0 u� J O Q 3 12" WIDE BOTTOM RAl p pp _ W/ 3/A" CHAMFERS '^ Q O JB ' W It, c F NOTE, LATTICE SHOWIN IN FIRST FL , Z • 'O 1 / \ LIEU OF 5TEP5 _ _ _ 5uB)74 U w CID ` 12 12 (2) TREATED 2x8'5 WITH ^s) W W N 2 121— -112 TREATED 2X2 LEDGER R Ol 5 0 AND IXIO TRIM BOARD N C o O SKYLIGHT 3 3/5" LATTICE ON TRT'D. y • D O.C. VERT. AND 1 R 6 32 (TTP) - 2X4 FRAME W/ 2X45 BRACING • 45" O.C. '� 2 °D (0 3 II h w 4 U m 3 � N �I N IX2 TRT'D. TRIM (4 SIDES) �^ ® Q X u - - -- - RED rNnc O COpyrlghled by omdd A Gardner Arclnlcels, Inc. OF NEIy m and/or 1)onald A Gardner, Inc. •SJPSt cl= r -f O 12 12 - - � 12 "L - -- - - - ya'T a • d 1 12F 712 II h 2� �I �� 1 REG.# °. r w M W WALL SECTION 0322541 V S If this stamp Is not Red, Ihls Is an Illegal X01 E IfESS10N� j - - - - - - - - — + - - J copy R ecopyDnald AGadner, Aclecs,Inc. -388_ 'c"h L G 'I /I S'V L L L L RLD INK 1 L J IY ROOF PLAN 0 4 a Z � o � z o DO NOT SCALE DRAWINGS,COP YTH @RE REPRODUCED WITHOUT WRITTEN PERMISSION e DS ALL RIGHTS RESERVED DONALD A. GARDNER, ARCHITECT, INC NOT TO ECOPIED . Q , d) 1• • N LDrR6 U O S 38'00' 00"E 150.00' 5 .515 .21 L�( -y•' 5 .0 h 0' DRAINAGE EASEMENT U WELL LOTI 8 ' I cDJAn rxr. RZR RANNR .T' Q •w999 orcx _ rs 2 STORY 5 WOOD FRAME, RRcroro lover L9a�mx GARAGE RESIDENCE % W L RZR ^ s y 11.2' _. _... [TIS' N I v�. NtlJC N W RIRMY � 2 $ TIC TANK B CESSPOOL 50. 9 4 .94 .5 R- M 39.9.2T N J9'00'00' W 125.00' 49.60 41 50.07 50.f�l �O(gN -1O A Y7n 49 87 C 17/1 ri � SURVEYEDD 26 AUGUST 1998 SURVEY OF SCALE 1"=30' LOT# 7 AREA= 40,365.0 SF IN OR TM 1000_063_04_07 MAP OF WOODBINE MANOR 0.9266 ACRES FM F 62J9 ZONED AC FILED DEC. IA 1986 51 TVA TE NOTE.- ELEVA BONS SHORN HEREON CUTCHOGUE ARE ASSUMED DATUM TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED BY STANLEY J. ISAKSEN, JR. GUARANTEED TO P.O. OX 294 SURVEYED FOR RONALD LAJDA NEW SUFFOLK, N 1 6 RONALD LAAJA OE90RAH HUGHES 51 - 35 DEBORAH HUGHES FIDELITY NARONAL 17ME INS CO. CE D LANG RVEYOR rowN DF savlHaD 11, 1175 APRIL, 2000 LOCATE POURED CONCRETE FOUNDAT/ NYS !C. NO. 4 73 I D. I7T NAR' 2001 FoINmmL W WE LRLOCAT 6 F£90E A00 W LOCATION 98C730 CONCRETE CAP 1 ATTIC SELOPD FLOOR ME CLAY FLUE LINER STRUCTURAL SMOKE SUPPORT FOR CHAMBER FIRE CLAY FLUE LINER SIMOKE SHELF DAMPER INCLINED FAST FLOOR BACK WALL FlREBiCK THROAT FIREPLACE REINFORCED CONCRETE L{, OUTSIDE AR MAKE SLAB BASE FNT REINFORCED CONCRETE FOOTING H 6 1olway lD6T*0L - L4 DO A, (t6 SIDE ACE 9TF°oleeb0�r M•M/• BeRW�lsesR, Aac+� iTEct . ., V✓ATea MILL, SEALANT FLUE LINER CONCRETE CAP COMPRESSIBLE FILLER COLFVTERFLASHING BASE FLASHING CRICKET ROOF FELT SHINGLES WOOD SHEATHING ME CLAY MANTEL FL1E LINER SMOKE CHAMBER LINTEL DANDER INCLINED BACK WALL nz�, '�• SMOKE SHELF racy �C LNTEL 8"MIN. i VERTICAL BACK WALL %/, FIRE MICK B AIR DIFFL5ER 1 i E D A HEARTHD PCRT CLI [INTER AND OUTEE R) AR INTAKE HEARTH BASE FOUNDATION FOOTING LAI R =;U Ytl.9ey9yh/cam^ b@ThtL — LA651p61yC,6 W. M•Ml• B6!!•RudGs�•, kRcµt76c� �` of" '� W�rcp .M u.�f MY. I f iorol