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HomeMy WebLinkAbout30892-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30775 Date: 02/17/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 46000 MAIN RD SOUTH/PEC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 3 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 11, 2005 pursuant to which Building Permit No. 30892-Z dated JANUARY 11, 2005 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 SINGLE FAMLY DWELLING WITH COVERED FRONT & REAR PORCHES AS APPLIED FOR. The certificate is issued to JANET HEINS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0204 02/16/05 ELECTRICAL CERTIFICATE NO. 2039484 01/11/05 PLUMBERS CERTIFICATION DATED 02/09/05 ERICK HEINS utho zed s4nature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30776 Date: 02/17/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 46000 MAIN RD SOUTH/PEC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 3 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 11, 2005 pursuant to which Building Permit No. 30892-Z dated JANUARY 11, 2005 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 ACCESSORY TWO CAR GARAGE WITH NON-HABITABLE STORAGE ABOVE AS APPLIED FOR. The certificate is issued to JANET HEINS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2041572 01/31/05 PLUMBERS CERTIFICATION DATED n N/A ,W tho ized ignature 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. 30892 Z Date JANUARY 11, 2005 Permission is hereby granted to: JANET HEINS PO BOX 354 PECONIC,NY 11958 for ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 26137 . at premises located at 46000 MAIN RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0003 Lot No. 001 pursuant to application dated JANUARY 11, 2005 and approved by the Building Inspector to expire on JULY 11 , 2006 . 71i Fee $ 1, 385 . 80 j Au horized Signature ORIGINAL Rev. 5/8/02 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) 30 2'gi ren4w•e0 PERMIT NO. 26137 Z Date NOVEMBER 29, 1999 Permission is hereby granted to: WILLIAM POLLINA (HEINS) 46000 MAIN RD. SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY DWELLING WITH FULL CELLAR, PORCH & ACCESSORY TWO CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR at premises located at 46000 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 075 Block 0003 Lot No. 001 pursuant to application dated NOVEMBER 4 1999 and approved by the Building Inspector. Fee $ 1,249 .20 +136.60 - ACCESSORY GARAGE TOTAL 1,385.80 -75.00 PAID d,4�-4ak BALANCE DUE $1,310.80 Authorized Signature NOTE: TWO CO'S WILL BE REQUIRED. ORIGINAL Rev. 2/19/98 Form No.6 / TOWN OF SOUTHOLD (1,S 6— BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 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 existingbuildings " gs (prior to April 1957) non-conforming uses,or buildings "pre-existing" land uses: l; P g 1. Accurate survey of property showing all property lines streets building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L 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 Date. 07 ' 9 ' d New Construction: Old or Pre-existing Building: (check one) Location of Property: lh UO House No. Street Hamlet Owner or Owners of Property: ;Y� ,%I/s Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No.,3 0 69. Z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ K, p C) 38'r A�pp�nt'Sig,atur�� LCA 30 ? ?_5 Form No.6 S Qz � TOWN OF SOUTHOLD �CG e BUILDING DEPARTMENT TOWN HALL fq 765-1802 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: L 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 certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate 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. C. Fees I. 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 J Date. New Construction: f Old or Pre-existing Building: (check one) Location of Property: #6000 Z� \L House No. Street Han-Jet Owner or Owners of Property: 1�+ "S Suffolk County Tax Map No 1000, Section 73 Block 3 Lot Subdivision Filed 7 Filed Map. Lot: Permit No. JOS'`fa Z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ oc cob Applicant Signature C cl 1p6�71 FFO4co w = Town Hall, 53095 plain Road O Fax(631) 765-9502 P.O. Box 11'9 y�ol �� Telephone (631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z/ 5 I0� Building Peenr it No.L 3` o�rq of Owner: `, W►�y,� ( ( fps (Please print) Plumber: FQtGK tQ ,,,5 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1°o lead. C.L —ALS.1�3 '(Plumbers Signature) Sworn to before me this 0 day of 200j— Notary Public, County PATRKM M GARBIK NO"Ad too' Now i QudMed In&ft*Cjv* Genrldwlon ExPlme AUUM 91,AO& oL3nQn��rs�nssss�rrss�ns�rn��n�nrn�ns�s�n���n� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 JANET HINES JANET HEINS 5 5 5 PO BOX 354 4600 MAIN ROAD 5 PECONIC NY 11958 SOUTHOLD, NY 11971 5 5 Located at 4600 MAIN ROAD SOUTHOLD, NY 11971 5 Application Number: 2041572 Certificate Number: 2041572 5 e 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 Described as a occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor, Detached Garage,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the5 Day of 31st January,2005. 5 5 Name � Rate Ratine Circuit 1yUe Amount 5 5 Panels 5 5 5 1 100 4 $0.00 5 Wiring and Devices 5 5 Receptacle 7 0 General Purpose $0.00 5 Switch 5 0 General Purpose $0.00 5 5 Fixture 7 0 Incandescent $0.00 5 5 Invoice Total $85.00 5 5 5 5 5 5 5 seal �5 1 of 1 55 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D rJrJ�rJ�r11 11�rJ1IrJ�rJrJ�cnrPrJrJ�rJ�r� r� rJrr� r�rJrJ�r�rnrJ�rJrJrlr�rJ�rr�nr�rntPr�cnrJ�rJ�rJ�rJ�rJrJ� o ornsr3PLs� rnrn ssrr� �n�nrrrrrr�l�rn�n�rnrn1 1 1 '1 lanrzrrnr��nrr�nr r�i`n�nrrs�rr�lanr nr n�n�n�ren Co 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 55 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 ERICK HINES JANET HINES 5 rj PO BOX 354 46000 MAIN RD Dj e5 PECONIC NY 11958 SOUTHOLD, NY 11971 C� Located at 46000 MAIN RD SOUTHOLD, NY 11971 nl Application Number: 2039484 Certificate Number: 2039484 5 Section: Block: Lot: Building Permit: BDC: ns11 �5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: �5 5 Basement, First Floor, Second Floor, Outside,Attic, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the l lth Day of January,2005. 5 5 Name OTY Rate Rating Circuit: Type Amount C5 5 Alarm and Emergency Equipment I� 5 Sensor 2 0 Carbon Monoxide $0.00 5 5 Sensor 7 0 Smoke $0.00 5 5 Appliances and Accessories 5 Exhaust Fan 3 0 F.H.P. $0.00 5 5 Dish Washer l 0 1.2 KW $0.00 5 5 Hydro Massage Tub(Therapeutic I 0 $0.00 5 5 Furnace 3 0 Oil $0.00 5 5 Pump Motor 1 0 1.5 H.P. $0.00 5 Wiring and Devices 5 5 Outlet 52 0 Fixture $0.00 C5 Fixture 52 0 Incandescent $0.00 L; 5 5 Outlet 144 0 General Purpose $0.00 Receptacle 86 0 General Purpose $0.00 5 Switch 84 0 General Purpose $0.00 5 5 Dimmers 2 0 $0.00 5 5 Paddle Fan 7 0 seal $0.00 5 5 Receptacle 12 0 GFCI $0.00 Cj Invoice Total $235.00 5 5 1 of I 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D wc3pLrdpLitimrdwWL3 rJiaporlyflafrJcPrJ r1cPcP cPrJrJ a rJ cP�lrJ�cPcP�ldnrJrJrJ�rJrJ�r: :1 acnrrr�rJ�rJ�rJ�rJ�rJ ar�rlarlrJ�rnr1rJcncnr3PE 91 e6 /V �L � 2 ` L3 7 765-1802 BUILDING DEPT. NSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 4jCGn d Aloe e4se.Jo�¢ -`o-t..�7`/y� DATE l INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C - DATE_����' �� / / INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C DATE INSPECTOR V7 .1;8 0�2 ?,�t - BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ] ROUGH PLBG. ZOUNDATION 2ND [ ] INSULATION ] �AMING [ ] FINAL [ /FIREPLACE & CHIMNEY REMARKS: �� DATE L INSPECTOR 3 n� ��• Rug M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST ]' 'UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING [ ] FINAL [ REPLACE A CHIMNEY REMARKS: -::;�^z � G DATE ( � � INSPECTOR 30 S 11 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 1 17 DATE S INSPECTOR J� , 765.1802 BUILDING DEPT- INS pECTlON ROUG14 PLBG• [ ] FOUNDATION 1ST [ ] ION [ ] FOUNDATION 2ND [ ] FINAL [ ] FRAMING r-fFIRE SAFETY INSPECTION [ ] FIREPLACE CHIMNEY [ ] REMARKS: < ' 3 INSPECTOR DATE 3o �s�a 765-1802 BUILDING DEPT. [ / INSPECTION NDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 1 v l INSPECTOR !DATION ( IST) rt— II ronTloN 2ND) °_____________________ It c II II :U FRAMF, 6 II II PLUMBING 11it -- n - TT- ------------------ f II p51—�✓ 1 ULATION PER N. Y. u n �- m H STATE ENERGY CODE n or 00, U— —il - N I ----------------- -- u I vV l — m II II t II JI II 11 �I N--- I FINAL -- ADDITIONAL NTS- 12. 11-99 FDUN063'SIflN LvGA•fioN SvlZ.JBY D.K- ..I � � '�� 1- 117 � l z m _ r AD 6 t999 j ��uNDr�t�oN �ac�r�or� L_ .. ' DK l2,• r'l -9q �� /Y/ �,�✓5 �� / 39,77 N 4 . N r Q Un"cwized aiw.aton or addition \ ' mW.'s"' la.*Won of Y Sedon rte a M ww rale era E�Wrdan{ar. cqmio the WW ia�MMaWal " 3 «neoawwMr.xr.�rr.d r bea voU rraM. faurrp,�sau � a....�r..rirwrMr.n o+rrMoalas�nm8b Malerap w.nwrwrrr Q :7 dd.mngry ysNnmalM=avid iwho whuwaan I"galea \ rMaaagnwdM W�WpYrMdMt 6wanraa an Q rotm w XZ) r addWmW hatiwuona a aY0aa0ara lim �' �X• � h *vr�t, OOv�s �..� 73 B 6 7' 1"94Z \ xcoj`NEri �OA� LocA�v 5ouriraGA 'SuFFaG1'�'ouc/rYN Y� Po.�`�/e /rye/ NaQry>�.PrZ3suix�� c p'oud0.9>iou Lx Olce,r�gE�C�.f ig99 D��c-�9aGu�7 Zo/999,c'Evis�o.5�a�Z�/9yy MIY DRPAR7MFNp OF MULT11 SERVICES riR M FOR APPROVAL OF CONg'iStUMON FOR A SINGIS FAMILY P.=D)ZNCZ ONLY DATR �� HS REP."No. APPROVED FOR MA7( wm OF I J RKRM THM YEARS O —DATE AP �,�/✓g � 3q.77 � AL I Unaumcwized dixauon a eddtw s«ionrcaaar►wron�sw V .ffP�crr! jo ..m Eduaran law goo � ,Q � QapaaaMawa�I�natOawYq IM lwy walwrwaY 1. alldaaaaa wM da ftaatleMaw.Yrw ��o � eae..aaMwra/p. \ I Gllala/wn kdoMd h~did PA ,�D I ) , v+ow+4 wan MaWWaI�Da�M� ooa oanpan►0�_ � N atl Y U rNproraMlwdip Yadb/w4 Guvanwmmnunmiwaaa Wm adddonw inedwdona or wEnqu" 0 '1 �v arrora. 11, a er ; '0090 uNoa v q ,42E/q= D 75fi��'F �0 v 4I. LE%.,�o�►`w h ror °0 0 � a C L z < r 7 3 B op L ��OD� TCN WV0 YN/GG//9N/ �isevE>'Rti�•✓.q//G'T fi/�/N ✓//LrrYa�vevi+yei' ,�uPvr>ve �OG.97,uN• fDUTiYaLO� 'J�UFFoGC L.oc'ti>J�it/ !� � � S! 11,07/ / Gvv.�Tir�,z=- / .rJCe: p r D9>c- 9U7Zg/�y���visEo ras�;;i>j9 r-.�',7•,Ff,.'�'/oao-75-x3-o/ �-,:;:. . -�. j/ �- ---- _-- - - -- '-1 � BOARD OF HEALTH . . . . . . . . . . �ml , FORM NO. 1 3 SETS OF PL . . . . . . . . . . . . . . � i' :j' -A M i TOWN OF SOUTHOLD NURVEY I` BUILDING DEPARTMENT L CHECK 4-� 7 5. . . . . . . . . . . TOWN HALL — SEPTIC FORM . . . . . . . . . . . . . . . . . . . TOWN F SOUTHOLD SOUTHOLD, N.Y. 11971 UTHOL TEL: 765-1802 NOTIFY: (�r� CALL . �3. .r.. . Examined.....!.l1,M...... 1919. MAIL TO: . . . . . . . . . . . . . . . . . . . . RutiberTMO 41 Approved..... ....... 19 Qq. Permit ................ ///_� .................................... Disapproved a/c ......................... ..... .. el ."I............... ........ ........................................ n-2q. 99 Sun vinr; r'ermr- � (Building I APPLICATION FOR BUILDING PERMIT Datelto. . . . . . . . . . 19.n. INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan drawing 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 cork covered by this application my 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 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 McIIE to the Building Department for the issuance of a Building Permit pursuant to the Building Lore Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Leas, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applidaiit with all applicable lass, ordinances, building code, housing code, and regulations, and to admitf�urzed inspectgrs on premises and in building for necessary inspections. _ . _.. _ I�. ..� _�._ : .. •./ J..................... -17 VMJ1U€S Yr. , 4kgignature of applicant, or name, if a corporation) ` - CYT Vh; •9 r:-�s - , 'or « "01TAciftow 7 (Mailing address of applicant) /( J State whether q'cant isloDWOM&M� iarchitect, engineer, general contractor, electrician, plumber or builder. ..............:......:.: —JA i-A.,....................................................................... Name of owner of premises ............................................................. `' V71("ffifthe'taz roll or latest deed) applicant is a co 3 If '" YI"• .a",' :'"� app r'Pora[ eyh 'qp. agrgre of duly authorized officer. ......................................................... (Name and title of corporates officer) � Builders License No. ........... it Plumbers License No. ......................... Electricians License No. .....I................. Other Trade's License No. ...................... 1. location of land on which proposed work will be done.............................................................. Rte.a...........................................................P.eQ n ��.� c .......... Haase Number �S7treet Hamlet County Tax Map No. 1000 Section J.-� ........... Block ... ........... Lot ...J. ........... Subdivision ...................................... Filed Map No. ............... hot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .......Y,:o:!t�I�y�Yl L-- -.i.�'L ,...A..�.........../.t.....w.-...�........�..�..�............. b. Intended use and occupancy ....V.! .,1.�: .. 'V,�.�.!Y.l fj..�.vri . � : ... ......... 3. Miture of work (check which applicable): New Building ...k�.... Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work .................................. (Description) 4. Estinared Cost ..'��i lJ�CQ•.......... fee ................................. ......•---- (to be paid on filing.this applifation) 5. if ch,elling, nudber of dwelling units .....[...... Number of dwelling units on each floor Ifgarage, cumber of cars ........�.na-C.-:i................... 6. if business, co mercial or mixed occupancy, specify nature and extent of eadn type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. lleigint ......................... Number of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... IleigbC .................... Number of Stories ............... 8. Dimensions of entire new construction: Front .. �......... Rear ...:5 ....... Depth ..y:C Deight ......................... Number of Stories ....Q............... 9. Size of lot: Front Yt7'% ........ Rear ........ Depth ...2a?.y:..�.7....... 10. (late of Rxrdhase ... /�[,� � ,��q � �-�D-•-°x-��- Name of Former Owner .�i{/.vC.C-C.i.�!ti!1./-.��1 ........... 11. Zone or use district in which premises are situated ........................................................... ... 12. Does propose(] construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded ..!�'P............. �W/i�ll e�xc_ess fill be removed from premises: YES 14. Names of owner of premises .CiCl(t`: Ch-ukew.... Address �llJ.!�V4n-1(-�fK: 3�-(L��3�J lit (((JJJ . I[/..... Hare No.7........... Naeof Architect .................................... Address .............................. Rare No. ............. Name of Contractor ................................... Address ...............................Phone No. ............. 15. is this property within 300 feet of a tidal wetland? * ITS .......... ND .. ... *IF YES, SWMD MM TRUSII•ES PlUt- T MAY BE 1OIIRED. 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 ,show street names and indicate whether interior or corner lot. ff f lU f`i A� AS NOTED QCT CQQoQ �C-L.2,4 DATE IIS��rr ILP FEE:IL��SM NOTIFY SURONNt NT AT 766-7802 9 AUTO 4 PM FOR THE FOLLOVNNG MBPSCTIONS: 1. FOUNDATION • TNN) REQUIRED FOR CONCRETE 2. ROM -,MMMI & PLUMMiG 3. INSU A I N INEW 4. FINAL • CONW NCTION MUST BE COMPLIEM POII CA. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR SPA'IE OF N3J��DlItK DESIGN OR CONSTRUCTION ERRORS Ss ................................being duly sworn, deposes and says that he is the applinanL (Name of individual signing contract) above named, Ileis the ................................................................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed Che 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 Inel.ief and that the work will be perfonmed in the manner set forth in the application filed therewiUn. Scorn to before me this �= ... y of Notary Public ... .........7................ .... / . .c.... ...... JOSE A.ODNWAY dSignature of Applicant) NOTARY PUBLIC,STATE OF NEIN YORK NO TERM7 D06IP46 I�S MUN { �c2! c dl)VES M41h 1Zovd savlls/dl DIAMOND SFIAPED s COMPOSITIONSNNGLE5 ON 15*FELT OVER 5!8" CDXPLYWOOD WITH PLY-CLPS .b3E NEW ro i2 2X RAFTERS yP�NrE . 7' r,,, AT 16"O.C. IO"XWX4"SOLIDWOOD W COVE PR8�(SEE ELEVATIONS) ,., sF tq5Al 2X4CONTNNIIOUS OPROFES3% v� METAL DRR'EDGE 17/{//( 1` - - ON C FROROMIX4 R�✓ �' FACIA CUT FROM 1X6- EXTEND 1!4"BELOW FACE OF SOFFIT b 1120FM5HPLYWOOD SOFFIT WITH 2" CONTR1JOIJIS"FIT YENT WM 82.2"COVE MOLAR n �/ 1X12 WOOD FRIEZE n 7 BOARD OVER 1X2 CONTMIOUSBIACKW 5/4X6CORNER 1/2"(8-11 NSULAf10N LAPSVNGWtM "^ XPOSM iTROVER Il�1 "� C- __� H TICE SECTION DETAIL 10�7 06 O O 251 �s� "D"o, N A03 g,0 m LOT LINE CHANGE AT SOUTHOLD TOWN OF SO UTHOLD DSUFFOLK COUNTY, N. Y. LA 1000-75-03-01 & 02 SCALE. 1'=60' JUNE 28, 2004 \o Aug. 10,2004 / P o i L ELECIR,c METER Z • .� \ b 3 ♦70 \ N a SNS, EI ' m211 ' \ >, 1 Ln 7- GE CE 239'x_ WELL W O 100 —7-5-03-01 ` �wR \\/oi `\ 1000 �5j92,90` sq•� C4 Ts AREq_32, 242 �\ AREA 0 F N D D 10" Z ; SIFEN�, z D M \I `, - •. j D D F I z Z 1 111 tA Z ' tx. 0) 3 n: 366 6 8�, ,DEED)L) 0 r- k S TEST HOLE W s!2/9s 57845 DARK BROW SIL ry LOAM OL BROW LOAMY SILT ML I 25' BROW LOAMY SM lY SAND SII ZONE= A—C I am familiar with the STANDARDS FOR APPROVAL PALE BROW FINE FO COARSE SAND SW AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the 17' N LV10 - permit to construct. hC.F•hEr20 �f The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. dM NO. 4961 ANY ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLATION PECONI P. OF SECTION 7209 OF THE NEW YORK STATE EDUCA7ICN LAW. (631) Sof 5 1 765-1797 EXCEPT AS PER SECTION 7209—SUBDIWSIOIV 2. ALL CERTIFICATIONS P.O. BO h6.gg6\$ HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF T 1230 TRA t7,y 1.1n ...,o n marc wren 74F I"PRFS.SFn SFAL OF THE SURVEYOR . ._... .. _ _ _ _ . . _ 771- 177t Aj+ rN L -J i I'.L i-av"", !,4 cn ?XT T�l H-f- I 7,ojj 2xl201401 9,C `3Yg' 2-Ir eOLt..im Id ie.;51 T 4�UN47L-Cll t4r�" ------------- 'ZG 1� �!v I � I I i I n d 0 2X2 rzP6) I o"oG, ?xa 12 go .e,.-- --- ----rte �- --- ---r I � � f I I L)W 5bTt'q �_Toedur- i IAOII N i ED 14 1 j + � I I ,n E`k[^IK•a 4�"L"-Ls-E'Yd IG -� - _ -- _-_ 'k'.+�11- �j1 _�_- nd1J - APPROVED AS NODB. ; ; 262 �13 yNOTIFY BUILDING DEPARTMENT 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED f 1GU�SSLIY �ARJ'� FOR POURED CONCRETE '—� 2. ROUGH -'FRAMING & PLUMBING OCCUPANCY OR 3. INSULATION � � I f7 YF MINS 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. "l� USE IS UNLAWFUL ALL CONSTRUCTION SHALL MEET I �I we-1THE WITHOUT CERTIFICATE STATE REQUIREMENTS NSTRUCTION &THE ENERGY CODES. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS I � Of Rct;b SST ------------- a _ , xz} _ LL1P fft kt,.e5 A l_2.%LSZ6c' i 16 3n iFsac � 71 _ - r~( I _i �-- �' -1 -' - ' , f . '• � l ! . 7.v`filF : ��°• E I"' � _ � s_;�y - - rte._ ,: r- � i -�fe_ >r���,-.,w i� Ric Ji 71 ii� Vj IN jL ff _- 8r. µ - is• �' -- � I �� _ r I f' I- `4 ' � ; I '� I �•� � � I �t p.� R��nJ �ejn- �'�'"waM' ru�rro .#ta : - a "�� .✓�"fix � r�Y 4 ,:, - - I ' � ��t---y f _._ ,�-rt 3� - - -- � .. , — -- Ott r{ . 71,a . . . 1 1 r I • • • 1 I \ • i11Y i Ix tfAt 41111 W�" • 'l',' �// >>rr '��//;�%?•'"•,fi ' �'!���Y y /{,t�,����1' /�L! < "rte `/ "/ a,r/j� / AP !/A` �G„y} ',tfj��' 'r, f, ., r' .��r, /'f� /Y////�} 'fi %�f%�/' ,/r?1'1, '�' .r .: : /. 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' _ _ _ - -- - ��.f,�✓ !ldlr° !/1i/4 y�(1)I ��%4 4''/l�///+i� /' � / o..,�/"{f r// r • / �/! l y ,fi� - - r fir' yy>>, )i �' �"�' ' • IR \ • 1 - - - ' - - � II I o + � I I I .1 ` tom r a , < I Y. 8�H`v Saab l JILL: I I WILL RAM TOPr � - r i 41 �� I � I 8 - � gYa•zl�mwnu � . 1 ni - IJ� 2'O'm 4.O K1'p' A 1 M.+'" rip 1'I ¢ cs HIFIG7 -� � v r I ' n - ' �7 p��Or W 1,0 II yyl -- 'G• J P a r. f 6 �� SM 1 I� ff oti ! L aasiE e J �f PAUfES510��P� —44 A FN ro' ---- ---------- II, ---- - — --------- -- — PROJECT ar-s• 57•-0" o.r.w. h 12. 6° 21'..p" 23 6 SCHEDULES 4-9 4-6 3-3" T-O" 6'-9" DOORS H NO. SIZE TYPE DESCRIPTION QTY. \� O1 3'0"%g8^ EXTERIOR 4 PANEL W/1W S.L.& 1 VVV 14-TRANSOM T` 02 26'a 6'6" EXTMbB FRENCH W!14"1R. 2 u 03 2'8'Z6'B" KrMUOR FRENCH 2 16"50.13KICK PIER W/ EXTENT OF RETAINING WALL 04 2B"X 6'6' KMMOR 1/2 GLAS8,2 PAN.W/14'T8. 1 5"RD.6TEEL PIPE TO 13E DETERMINED 6Y �,`vv\ 05 9'0"X7'0" EXTERIOR PAN�GARAGE 2 5UPP0KTCOL.W/HDR. OUILDFK ACCORDING TO � 06 2'0'x6'6' INTERIOR 2-PANEL 4 ABOVE 05'-O",TYP. GRADE CONDITION5. t\ \ 07 54"x6'6" INTERIOR 4-PANRL 10 • \\`\J [n 08 26"Y 6'8" RdTERIOR 4-PANEL 2 09 28"Y 6'6' INTERIOR 4-PANEL 7 _ ________________ _____________ -------- ------------'---I 30 2-1'6"X6'6" INTERIOR 2-PANEL 6 __ ____________ b O �) it &2'6"%8'6` DTl'ER[O$ 4-PANNE 2 o I ____________________________ 14,_4„ 3'-70" 0 18 28'Z FB" INTERIOR 4-PAN.POCBE'T 2 13 1'6"X6'8^ INTERIOR 2-PANEL 1 I I N 14 2D" OOR S 0R GLASS BSOWER 1 o i DOOR SCHEDULE LEGEND °� i i � •�tl y�,tfi BB 1 BACESREET7FOR RM RRICH MOULD CASING PHOFD.ES i i PATIO C D "' I WINDOWS e TYPE sPLE CASING DESCRIPTION QTY. A 3'0"X6'2" 614%4W/B$ 4-LITE D.H. 30 - I i {r DATE' REVISED B 8-56'%e'2" 614E 9 W/BE 4LTTE➢H W/14"TRAM. 2 I I NOIF:HATCHED WALLS INDICATE &4"MULL $ 03 2%65TUDWN.L FRAMING. N� C 2$'4"X 4'4M 6/4 x 4 W/BB 4-LTTE D.H.W/a MULL 2 i i b) D 24"x4'6" 6/4Z 4W/IIB 4-LM D.H. _ 2 51.A50 GRADE I a O E 2.0'0'E Mr -2 614 X 4 W/BB 4-LITZ W/a MULL 1 I I tU O N TF F 2-58"a 6'-2" 6/4 x 4 W/BB 4-LITE D.H.W/4"MOLL S _ � � � 005 _ N G 2'6^X 59" 614 X 4 W/BD 4-LTTE D.H.W/ 1 I I FUTURE roe x s2'B.L. FO-041 BATH H 24'X2.10' 614x4W/BB 4-LM D.B. 1 e FUTURE I 26"%5^1" 6/4X4W/BB 4LITEDN. 6 xl BEDROOM Z, Z -� J 2-2'6^ 4 %4' " 6/4 X 4 W/BB 4-LTTE DA W/4'MULL 1 I B 2.2'6'E 6'-2' 614x4W/RB 4-IXM D.H.W/4MULL 2 D I O I of �, O - I I I` 003FUTURE 07 _ W12-MOW SCHEDULE LEGEND i GAME ROOM r >� BB BACE.BAND DII DOUBLE HUNG I 1 L BM BRIC$MOULD STAT 9TATIONA$Y j - NOTE:DASHFD LINE INDICATF!3 4" LEDGE FOR TURN DOWN to 51 M. .¢1 NOTES: All bedroom windows meet meet nergency egress code requirements. N o TU6/5HOWER _ 4 Due to revisions that ower in All local building codes,window eine compliance should be verified with manufacturer before ordering. S -"L-..._--- ---- -----------^"-� Provide shutters as noted at window locations shown on exterior n "'"" ' - - - to inside Overall dimensions of weir 4 mmon width to be Ind victual ..X'tENT OF F't^TAINING � � W,H. 5••A�' 1'-5' S'-6'r O'-10" 1 I od alent ro atter frame xceed 21-o of 7linshat bt to be raged. n individual shutter me to exceed hurt An ahnttem to be h'inged end operable ------J m Fl.oOR '' cw w/ 1 shutter dug per shutter. F WALL ' DRh M 9 T001EPETEPI^ED5Y ------- I tURN. SQUARE FOOTAGE : BUILDER ACCORDING 1-0 ROD&SHELF I FLUE UP - --- GRADE CONPMON5. I 0006 MAIN LEVEL 1613 BF. ,. MECHANICAL DPPEB LavEL 1648 S.F. m 2--4" 2" 11'-9" 2'-&' a TOTAL 3159 S.F. NOT INCLUDED I 09 W TWO STORY 119 S.F. I--- I(�11 cq RONUSllTNF1N. 09F. N 5 I = 4-2' 5'-6" 4'-6" 14'-5" ~ GENJOB # TUBSGENERAL NOTES: u o i 002 - b � dFUTURE 1.ceiling heights are eo followa nnlese otherwise noted: n I ° FAMILY ROOM I N Lower Level: Ca ingheights very0346 Main Level: 10'4P Ceiling Height I I 12"POURED CONCRETE 0346 Upper Level: W-o"Ceiliog Height FOUNDATIONWALL, 2.Bine and location of retaining walls if shown on drawings)are -EYP. a to be determined by contractor according to site conditions. I N I I 007 I _ Design raditiona v the exebuive tra�adl of " T r . 3.Number of treads and risen at exterior at¢ire to be determined 0p p F(Pi'IJRE "' Tmditmm,Inc.. By purchasing this plan seer o ew not to me, Ce by contractor acoording to site conditions. o vol MEDIA ROOM N 4.Shaded walls indicate 2%6 stud walla. o I � � � �q � � I 4"BRICK I-EDGE. P� �y aignage �, �� _ 6. d spaces,indicated on Lower Level Plan to have 2X4 furring eat 6"O.C.a poured concrete walla,unless otherwise o I I ERFFUTUR �1 I ' I .ryv. able.on S.Paid,Seam Ful.", or the names noted. a LOWER FOYER "S'i'r T��' or my derivaflm tbmmf,the name of the Plan,or 6.All dimensions at exterior walls are to outface of wall unless athenese noted. All dimensions at interior wells are m centuime I the Callackion of wbi.h it v a part, without the _ of well,unless otherwise noted. pdkrwdRaaccwmaLokAmcccaaHomeGe�ey.,I a ' Any6resch of this ti-tl�e DJes_i�gn 7. All angles shown an plans(other than 90 degrees) to be 46 0 `-------' N ----- I o Trrlhimla Inc.zec1lor$ harts Fti�„�..^+a'a'rY, degrees,unless otherwise noted. I S.All wood in oontsct with cornute,exterior wall mea°nry m roof I rt� mmVorAreM,Home GalluvI Trbf selle<ofthe I bare,at law or aheD be heavily brush coated with Hama or compatible solution. I � e�r `� ua,�ir{ P�I � Pr+m��� ��th�ey�h ;I 9.AR woad Eor;ntm;nr trim to be kiln dried to a moieta<e content � � c L injuncliaa n' to prevent of cease Bush 6reae6. 1 ` 10.m mel Ali wood for artnnor trim to be kiln dried finish grade material 7 11. Lumber for general work and not exposed shall be No. 2 T-Id' 2y'_4• S P.f' I/r 1 _Please Note: _ TAY qdd Dwign ha6thtyfor any home. Of luthern Yallow Pine(SYP)kiln dried to a moisture content I I I v 'u�-, c'ooel:ncted from this p)au�it is t6a nepmei6Lliiy L-------------------------------- o of the ct af.aer of this flan to werlozm the ABBREVIATIONS: - -� STEPS ------ _`_ - -- fol osing before beginning eonalrwhon. to proceeding VA Abv. - Above _ --- (PROVIDESI3OVF �� I 1.)�clorimtaxyALL DIMMSIONS poor I --.-----------J Finished A4Above rkwr 14-2 15-5 m e oFazNssEayy-i s'" 2) Contractor a® compliance �P;6me.Ce .4 ALL A. F. Above SrSE� LOCAL BUILDING CODES in aur the g O.C. n� hae O.F.S. Dnt�eefStud 3.'Piai�ialegnlO.F.W. tOwan LOWER LEVEL PLAN , Mincorporateaa i ts V.WS. Ventilated WeBhelvmg , 11---- AI SCALE: 1/4" : 1'-0" n9 P4� Cauhmmute_bemo6cdmmehwg anyobaogesm 45'-O° 12. 0" 0tE5510a t1Rl phaCldyagla} ,0004aalor ' O.F.W. 57C' O.F.W. to even m ,o0id inor © Copyright Design Tra"naaTM Al of 12 III -_..�! �;"�—' �T,J r•ry 'rte' � ,f b � f Q 032254-1 $U \\ Fpp0pF E5S10N'� I ev ` f c ��� WC/9 PROJECT 12'-0" O — -- q'-g" 4•-6.. 3, 3.. 7•_06'-10' 3' 8" 3'•6" 6'-6" SCHEDULES DOORS NO. SCGE TYPE PANEL 'TION QTY. \ [J W EXTERIOR 4 PANEL W/iR'S.L.& 1 14'TRANSOM le [\�V` F67 2'8"Y e'e^ ESl'KRTOB FRENCH W/14^TR 2 2'8'%6'8^ EXTERIOR FRENCH 2 1-� 2'8.8&W EXTERIOR 1/2 GLA86,2 PAN.wn4•TR- 1 &'6a.BOXED OUT A605 I F-i . AW. i '" 9'0" TO^ EXTERIOR PANELED GARAGE 2 x 2'0"R 6'8^ INTERIOR 2-PANEL 4 fT A ®9'-4",TIP. n r1-��x� v.4 2'4•R 6'8' DITERTOa 4-PANEL 10A2'6•x8'8" INTERTOB 4-pANEf. 2 A2'8"86'6" INTERIOR /PANE!" 7 Uj --- -- ------ -------- ---------_— 10 x-1'6" B'8' IPl' olit 2-PANEL 6 0 11 2-2'6"R e'8' IA]TEEIOR 4-PANEL 2 �I g•-O„ 5. 0" g,_O" t2 2�8'%6'B" DiTEMOR 4-PAN.POCKET 2 — — o 18 116"%e8^ INTERIOR 2-PANEL 1 I 14 2'0" 1NTE6[O$ GLA889HOWER 1 O I m 1 DOOR SCIIRDULE LEGEND m I I rer �S�`U da �yS 1� o �' �L `qSEE SHEM H�hf B�cKMornD xoTE- INGrR�o7FOR i PORCH DECOKING � ��C I I WLNDOWS I WOOD HANDRAIL, C 3 J' m D w I� I/ti a �4 ✓ o TYPE SIZE CASING DESCRII'TION QTY- TYP. C3 A a'0•R 6'2 6/4 R 4 W/BB 4L1TE JUL to I t CAB AB VE I , �' l,'`� Iq A I -- a 82'8"%8'2 W4X4W/HB 4-LITED.H.W114' NO. 2 a I �QuU'ti1t F J DD DW`I--� � �' SINK �1� 1� �, DATEREVI,S.ED C 2-2'4^%4'6' e/4 X 4 WI BB 4-LITE D.H.W/4'AWLL 2 I I B 02 I n� DBL 51NK > ,p I / 11 1 r ci D 2'4'X4'8" 614%4 W1 AS 4-IXrE D.H. 2 I I '� I m _ 1�F'1�' p E 88'0"%8'2" 614 X 4 W/BB 4LTCE D,H,W/4•MULL 1 Q = 106 = — T �R F 2-2'8"X 6'-2 6/4 R 4 W/BB 4LITF,D.H.W/4"MULL 8 I I G 2'8"R 6'2" 6/4%4 W/HB 4-LITE D.H.W/ 1 LL Yj, m I " LAUN• °� 1 NO G5F F I 0" N Q Q G p Q 101-01,GW.TIGT. / 14-LITE2'BS.. `t 3 p -I�" EPC LOW AIN,L"@ LF.F. M&CM0' 5/4 R 4 W/BB 4-LITE D.H. 1 n On1- oM 6/4 X 4 WAR /LTTE D.H. 6 _ pa O O to m A9 I 3 09 �,� f ��J/C /' • 614 R 4 WAR 4-LITE D.H.W/4"MLiIJ. 1 r IiI � 6!484 W/BB 4LIA'E D.H.W//•MULL 2 0 i N 108 I ISLAND H 6 ��C o O 1_ v I( WINDOW SCHEDULE LEGEND I m BREAKFAST 107 0 o S 7 I I LU,,O,CLG.HGT. 44"'HIGH O O 3•.y„ 4-2" O �� RACK BAND DH DOUBLE HUNG 1. U KITCHEN MOTILD STAT STATIONARY i I w RAR aye p; Bike I Qts ,{ EmsO .r` Y 10'-0"CLG.HGT, 07 l0 All bedroom windows moat moat emeraenry egress rode requiaemonta. I 8'WOOD �IJ,ti F1", 5)`e• P DESK DBL. 10 _—_--_ __ Due to revisions that scone in ell local building codes,window viae NI - --- —— — COWMNS ^i 7/� — —— OVEN a compliance should be verified with menufactutae before ordering- —— -- 06 'v 06 CAB ABO - COAT a Provide shutters as noted at window locations shown on exterior a v'-S" - elevations. Overall dimensions of pair of abutters to be equivalent Fi #? C.Q.W/EI I IW ARC , "a W r - STOR. C O 0 ti - to inside frame dimension of window. maximum width Of indiWldveh - "„^ _ T'AN Y a A shutter not to exceed 2'-6". All shutters to)lis hinged and operable �4 l0a in FURN. w/ 1 shutter dog per shutter. SPRNG(.OdE O H ill^ 06 FLUE O 12'-Qn 6-g a 3•-�„ : WDR. a r 3 104 I Iia io SQUARE FOOTAGE a a o' v1 1 �e ki CLOS. HALL i a ? 163 MAIN LEVRi. Isla 9F. 3 jF� . '/' - LO'-G'CLG.HGT.I I= DINING ROOM YI tle S ti 5•-4" _ 4'-4„ I I¢ ® 10--0-CLG.HGT. UPPER LEVEL 1546 8F, i ti I TOTAL 3159 S.F. 2'-4„ X11" S�zk°v o ,� —DN It 17 0'7Wb` � o I Iw z (G "✓ I �'�- NOT INCLUDED !y in 1 T 0 10 TWO STORY 119 BY. 1 ts` BGNUS/UNFIN. oS.F. 109 Q ti` I > �N J P n o = GREAT ROOM 3 I I o o h t Z' F�"1 F.P.FLUE I 8 8 C.O.WI ELLIE.ARCH GENERAL NOTES: 0 a I 10'.W CLG.SCT. ----------------------------- a j OPEN 101 N CPRNGLINE "6 .I N OB # TUBE # BRICK VENEER OVER FOYER I .v I.Ceiling heigbta are acsal follows¢edeas to vawise noted: MA50NPY F.P. ® ® RAIL N 3'-4" 8'-8" 3'-A" Lower Level: Ceiling llelglrtr vm'9 ae F Main Level: 10'-0"Ceiling Haight iI I n Upper Level: 9'-0•Ceiling Height m 0346 0346 2.Sias and location of retaining wells if shown on drawings)are to be determined by contractor according to Bite conditions. 14 8 S.Number of treads and rimrs at exterior stain to be determined 4 10-01, � OU1"IJN OF 'L i i� n by contractor accordingto site conditions. 3 1 1® 102 "Design Traditions s tie emluaive trademark of dl I BALCONYABV, d 4. Shaded walls indicate 2X6 stud wells. CD I I LIVING ROOM �gn Trndtime, Ina. l By— parch"ar agrees not to opt, up;nip.1atLa;'. >ao O I I W O I 1 Z IU'-0"CIT.WIT. plans on say signage tie tuademarh or LOO OI 6.Finished spaces indicated on Lower Level Plea to have 2X4 y' I waffm furring at 16"O.C.at poured concrete walla,unless otherwise 10' D"CLG,HGT. iq I I z names noted. - z m Z' bL "Steplan S.Pulls/',Siam,P.W,"Ill Trakd- - 6. All dimensions at exterior wells are to outface of well unless zno- �0, 'c ox any dedvet-doolof,the-,of the Plea,or otherwise—ted. All dimenriGae at iotexim weDe am W asnterline LL � �- m T � the Coluadian of which it is a Pert, without tie of wall,unless otherwise now. 0 in 7.All angles shown on plane (other than 90 degrees)to be 45 I " N P ° afAmeumn I-Iome�' limy (}d• degrees, unless otherwise noted. Q ei Any Lena of this¢gra meat shall entitle Design T-"Du ,Ira,and/or S.Fular, , 8.All wood in contact with concrete,arterior well masonry or xoaE A I A Stephen md'itielusIly framing shall be pressure treated. When cut on job,cut edges I I Ol A I I A I. anNorAmmm HcencGaflegl,1A(16 Jar of shall be heavily brash tooted with same or oampetible eolutioa I t� I I - �1 e VVLL Plan) to pursue any and &H remedies they may 9.All wood for interior trim to be kiln dried to a moisture content I \ I I I *P 1 ices,st law ar sFurty,i c iag,wiliest hmilati Of 9%. © I \ WOOD I I (✓ htjanetion relief to prevent or roue such hmaah! 10.All wood for exterior trim to be kiln dried finish grade material i� i i PORCH DECKING � I 141 r I,o �•/ and back general rk and t exposed all be No. 2 11.8�thetnf�mw Pinewo(SYP)kiln odried toamohstura content g Z - I I --?4" -- ,-2" ----- 11 8 ----- 1 ---1 q -- I b- 2[l I ( +JM �1 .fr`ItJI , Please Note: Southern of 1996. I �1 Design Tmddi®s awrmm on fur _-._-- _----- + conwinmted from thio it is tie " ' Of the Purchaser -ofthis plan to perform 8"90.BOE6DRAI-OUT PORCHEF V IA Y OF NENJp fcLancg hefom beginning caaetmeHon, WOOD HANDRAIL, � 'I 0 COL. /"HEADER ABV p, ABBREVIATIONS: TYP. 0 36"A33v. Alm. Above ®g 4 TYP. 29,_4, /'-10" �' �!<'c-� �,� 1.)(.'amachemuntomfyALL DD�NSIONS prior J - 2.)Contractor mustverify,.v...Aie enwithALL A.F.F. Above Finished Floor I u y. I, .'. to Proceeding with construction. A.S.F. Above Sub-Floor 2) ✓n'= FESS ¢ LOCAL BUII DING CODES in tie arm C.O. owed Opening O.C. On Coote' � V rc0 032254.1 �aJ home is to be censtmeled. . O.F.S. Outfans eEStud ��L OF.W. Outlines of Well 4-O' 7-10" 3'-B" T-O" T-O" 3'-8" T-10" 4'-O" Fi'-O" 6'-0" pAD HPC 3.1 Placa iodknte looatioma only,eoguuaemg aaprele V.W.S. ventilated wire shalrrng MAIN LEVEL PLAN .6-M incorporate�� a A2 SCALE: 1/4" : 1"-0" 15`6" 14'-O" 15'-5" Cmrhan must he eaemisea in J maimg�any ils-gei is thiel,)—Oral .gQ9-damldml g.*000trada Lr. O.F.S. 57._0 er,minor changes could load to majamprollk= O.F.S. ciangae could head to ma' © Copyright Design T_".TM A2 of 12 PRO IEcr O.F.5. 45•-0" O.F.5. 2..6.. 14•-0" 4'-2" 2'-td' 3',2" 3._e,. T-O" 6'-d' 2' 2" T-b" 4'-2" O O SCHEDULES - DOORS h--� NO. SIZE TYPE DESCRIPTION Will u 01 8'0"Y 6's" EXTERIOR 4 PANEL W/1'2^S],-& 1 14-TRANSOM 02 2'8"%6'8• EXTERIOR FRENCH WI 14•TR, 2 i V Tti 08 2'8"X 6'B" EXTERIOR FRENCH 2 \ r v 04 2'8•%B'6' EXTERIOR 1M3GLARaa PAN.W114-TIL L 06 9'0"%7'0• EXTERIOR PANELED GARAGE 2 y`\Vv` It-F44y 06 2'0"%6'6" INTERIOR 2-PANEL 4 07 2'4^%6'8• INTERIOR 4-PANEL a 08 2'9•x6'8• INTERIOR 4-PANEL 2 2 �_r_______________ _______________–____rte________ -----_---_.—_.----------- r ' 09_ 2'8'x 6gi• INTERIOR 4- 7 1 1 L ___________ _J_l__________________LJ.____________________________LJ_______.�--- V 10 2-1'@'E Bae• DPI'EHi08 2-PANEL 6 �__________________ _ ____ 11 2-2'6"R 8'e" II4TERI0$ 4-PANEL a 1 OUTLINE OF ENTA5.13ELOW 12 2'6"86'8• D'PPEHIOR 4PAN.POC®,T 2 1 19 Iw•%6'8" INTERIOR 2-PANEL 1 I I I 110 '10 14 2'0" UNTMUOR GLASS SHOWER 1 DOOR SCHEDULE LEGEND 1 I I Cy�L BB BACK HAND NOTE:BEE SHEET 7 FOR BM BRICK MOULD CASING PROFILES I I I p WINDOWS J ---—_——0_F.5_PA MAIN LEVEL BELOW I _ I I TYPE BPL/'. CA8DI0 DESCRIPTION QTY. y ------ — A g2'8'0"Y 62" 614 Y a W!HB 4-LTTE D.H. 30 1 I B 2- "x6'2• 6/4Y 4W/HB 4-LITE, DAT[r 1[L' VlS-L'D D.H.W/le TRANS. 2 I I o o f &4^MULL 7 m C 2-94^x 4•48• 614 x 4 W!BB 4-LPfE D.H.W!4•MULL 2 i I I F I I w l D 2'4"X4.6" 514Y4W/BB 4-Lflf DR. 2 1 H 2.6'0"R 6'2' bJ4%4 W/BB 4-LITE D.H.WI 4•MULL 1 �? 1 F 2-2'e"R5'-2• 6I4B4W/HB 4-LiTE D$Wl4•MULL 3 o Cqz 1 _ I m I NOTE:PROVIDE ACCE55 O I l a G 2'e^%5'2• 6/4x4W/BB 4Ll'I'EDH W/ 1 I WHIRLPOOL MOTOR. 'i p H 2'-0"%g'-30• 614 Z 4 W!BB 4-LPpE D.H. 1 i 07 � I � _ •,,, /Y \1� 4-L1TE D.H. 8 d 2-2'6•%4'-6• 6l4%4 W!RB 4-LITE D.H.W/r MULL 1 I , I , 205 207 I •-+ H ase a s-2 6/4 x 4 W!BB 44M D.H.W/V MULL a ; / r� 20� BEDROOM No. 2 1 o ti I I BEDROOM No. 3 20`.3 TERI ' 9-e CLG,RCT. 1 F v 9'-0"CLC.HOT 0 I 9'e"CLG.HOT. O WINDOW SCHEDULE LEGEND i; 1 '� � � CLOSET i I HB BACKHAND DH DOUBLE HUNG 1 _ r BM HRICK MOULD STAT STATIONARY _ •4 I �� 1'-6" 2- 411 2•-2" NDTeH: '— n I MASTER o I d 7-10' 10.. 4._4•. o I I—"•I �' All bedroom windows must seat emmgauT egress code requin3ments. 1 BATH complianceions,the*occur in all local buil ' codes,window size _7_________________ T-o"C O thug 1----------- LG..HGT. I 12 09 07 _ Provide shutters be verified with manufacturer before ordering. - ---------- Dns to revwuaum elevations.maasmoted atm � io window lofshuttas rs to be e k 5 W I � ' 07 1 ------------J elevations Oaeroll dimensions of pair of shutters to bee valent to inside franc,dismal of window. Maximum width of individual ; `� j s m , ru 1. "1 1 ceed 2'•0", AD shutters to he lip end elle If. ^' 206 p ,1. W.I.C. 1 ` w/ 1 shutter do aper 2 f ci H Pur shutter- .- � .�, � Y.W.S, I m BATH . w 1 SQUARE FOOTAGE : 12 MAIN LEVEL 1619 S.F. f-1 FN. O .8 206 UPPER LEVEL 1546 B.F. In FLUE 3 6 .0. U9 DR SSING o 2 3 TOTAL 3159 B.F. 2. 4•• DN BATH a n U) '$ NOT INCLUDED `U- in > ro r TT •-g� TWO STORY 119S.F. 07 TUB/9HOWER " /I rJ`F i••t� C HONUS/UNFIN. 0 S.F. OPEN TO ® Q _ BFI4' 3' .OW 202 9'-10" -2" -10" - 5'-10" 5 1D" jOB TUBE #ows GCNF.RAL NOTES: � F.P.FLUE � R BEDROOM -- - W-0"CLU.HOT. -- 1.Ceiling heights ere as follows unless otherwise acted: ro 1 Low CelifisigholiqlIblavery MainLevel:, ViCedigHighte 0346 0346 Main Levet: 10'-0•Ceiling Height � - /` Uppnrl.eve): V-11y Cunlmg Height 4�, OPEN2.Size and location of retaining wells if shown on drawings)ere RAIL I 3 to be determined by contractor according to site conditions, G -r �' 210 emw 9.Number of treads and riat exterior ataim to be determined \ BEDROOM NO. 4 C¢ "Dee g a TmulilimM"ie the exclusive trarlem.dr of By Plr"lg Plan o J I _ s'-s^ccG.xGT. \b l ,, / pnrahaser not to ad , use, La or by contractor according to site conditions. Design.Tmditiome Inc.. B 4. Shaded walla es irate ted2XII stud walla- agrees the amuleemsrL the aanwes 6.Finished spaces indicated on Lower Level Plan to have 2%4 '-" ` 4 ` 201 > place on any signage oa, H ti `0 j V r, "ShFhm S.Falld'.Shwa Fmla MailTmdiecmd' furring at 16"O.C.at poured concrete wells,unless otherwise BALCONY+ ^ / 6.All dimenamem at exterior walls are to outface of waft unless N 1 s'-o"CLG.HOT. j y c,1' \ L ar Ray lilaivalive thereof,the damn of the Plan,es �T a` the Collection of which its a part,without the otherwicemtdl ARdimmeioueetioted wallametoeentm'lhm ofwalL unless otherwise noted, LLo ��/ p Y" ,Ij P� ucnseot efAmeooruH®eC"ial�eq., 7.AB angles shown on plane(other than 90 degrees) to be 45 �' J> �� i2 Any agremmnk shall entitle degrees,unless otherwise noted. hell of this Design 8.All wood in mated with concrete,exterior wall small or roof F o framing shod be pressure treated. When cut on job,cut edges 1 G ( ammo s,Ino- ,H Shukla S.Po(thil �� �t1, 1 F \,,L � w,1 ana/arAmemmHomeC�,L.1(the shall be heavily brush coated with same or compatible solution, j I I I i' `\ ` have, to pursue any awl ramethes they may 9.All wood for interior trim to be kiln dried to a moisture content u%w�+at la+r ar equii.Y. kl w'�iout l�tatioms, Of 9%. 1 I t �- }i -quaeNon r"to prevent or cease sunk Lr" 10.All wad for exterior trim to be kiln dried imish grade materiel 1 11. Lumber for general work and not exposed shod be No. 2 1 �_-- OUTUNF'0 I I Please Note: 1 Ia Southern Yellow Pine(HYP)kiln dried to a moisture contentOf 1 F FNTAB.BELOW j 1 GF Iw. D°"'g° .li�for any lea Ly _—_________ ----------------------- ------------ -T7-1 \ „tf„r.. C\ m""�T'�^tedfmrn dm plus. Item mapo��at.'.� 1--r�-r --- -1 ----- L ,fir 9,r of the purchaser of this plan to perform__________L1J_1___________— ________J_11_1_______________LI 4Y.X` •w.'•al hefami boo •ing coastmciimn. ti 1 ABBREVIATIONS: 1.)C WA--.A*ALLDIMHKSIONSpdrr Ahv. AboveA.F.F. Above B.F. Above Finished drMcor , PR 0.w 2254-1 yrV )tpF ling '-'—mmatrnntlon• Al.i. 2. Contractor mask c-uf],'-•_^"�"YT'^-' C.O. Cased Opening oFE551o�P LOCAL BUILDING CODES in the arm vire 7 home i to he oumshwuotal. O.F.S. Onthesario of Wan >, UPPER LEVEL PLAN p-O" 7'-O" 5'-4" T-1c,' 1V�1 �' 3•)�as m'fk°ts location'mly,mgi°arala Tal stud O.F.W. OutFaoe of Wad --- - - - T-1d' T.g" V.W,B, Ventilated Wire Shelving A3 SCALE: 1/4" : l'-O" eLoald incorporate selval vitt coubomi 2'-4" 13'-2" Cameo VRML he emmmmj m malnog say changes in tlnaplm.Oulyatpwal�am'lheeot,ullalg�ecoLrwot"r 14•-0" 15'-6" E-celificagcow i 45',0" c"ee acinar changes ccum Lwin to m jar pooLlems, O.F.5. O.F.S, 12•-O" © Copyright Dol T.&-HomTM A3 of 12 - 1 PROJECT P A6 H OUTLINE OF STANDING SEAM COPPER/ LOWER ROOF 5LOPE Fri FNTA6.13ELOW PAIN TED METAL ROOF AT WINDOW WFLL51 0 IJ12j1ul1 __ —_ _ _ -- --- --- --- I I I I __ _ _ _ _ __ __ _- I _ F- - u I 7q �O1 � I I I �./ 111 a I N I I I I j 15'..g" _r- F 16,_O" 15'.6 DATE REVISED II I I - I I II -- _-_-_-_-_-_-_--- -_---_ _-_-_-___-_--_ _ __-_-_-_-___-_-_ _-_-_ _-_-_-__--_-_-__--_ I SLOPE II o I 2 i NI 1 1 O N I 26] I I I ®M INF. ,TY — — I a f-ORN FLUE I W I I RIDGE Fel I I j a j N�n (Z)FIREFLACE FLULUES JOB # TUBE 77' I 0346 0346 ry g Tis T.J�it,'one" t6 erc6mi tnof dennal Iwchaeer ¢ es not t-Y &n phm p gxe adopt, we, publish o< ay(� Puce on any rignage the kodemaAa m the nea,d "Sbph.S.paw,S6esePullal',"DoigrT�rtcon" or any dedvabm then toe name of the Plm ,x the it is a tim SLOPE SLOPE _ + pnacCwritteacnmmtxEouection of Ameuam lime/ Cfallayt L,"d. I 115' 6" 'E 7:12 7,12 �' b.&of this t JA®title Desi O.F.5.9 UPPER EF.,IYP. " � '�° --- ------'-----------------_ Tmd'aiwa,Inc.and/«Stephen S.R,lle<, sidn.11y. ------------- ----f 7-- --------- - -------------- --------------- — — �� aodlaeAmeoomFlameCfalla�Ltd-(d�e.ellaoElhe Plan) t puraue any and all remedee they may j5"OGEE GUTTER,TYP. braes,att lawor aqudy,maladmg,wilbad bmJahsaoa, 1 SLOPE SLOPE � iajunCtion mlief t pacvent ox cease such bxea.^.h. s :1 4 _N 3.12 'I Please Note: Daeign Tmddions owumes no liability far any hmue 1 cowty. lad from this pLm It is the respunsibi 4 yo Of P P NOTE:ALLOVERHANG5T06E1'_O', - _ _ _ -_-_ _ _ __ __ __ __ ilSPra"G5 r` Br ofUming the befoww6pmwg hastrvotion. mtiro FROM OUl"FACE OF 5TUD. rs j 1.)GmwsctrnwAv4 yALLDWENSEONSpuce UNLESS NOTED OTHERWISE. OUN-INE OF STANDING SE7 w ENTA6.DEI.OW PAINTED METALTAL ER/ ROOF m +' to pwmjmg with p uou 2. mu Conuackax st venfy�Fbam'e with AU y" 0]2254.1 ��v LoCnBUMDTNGWD13Sin&amadw P yDEE5S10NN� home is to be 000etrmted. 3.)Plana ioin"boahmn.only,a4n=dng aapecis U )q 1 should incorporate w"site conditions. 1 RQQF PLAN " � mail dvald xoo®oiOa4au.es even minds changes could lead to major pxablema,. © Ceff`I6At Design Tres hti- TM -A4 of 12 _ A PROJECT P N � W x u � v A10 � ♦ � ♦`♦y'' 1 1 � DATE REVISED' DIAMOND 5HAPED BRICK CHIMNEY COMP051TION SHINGLE5 RAKE MOULD ON 7/12 7112 1XFA5CIA Vl g T 2"COVE MOULD ON 12 12 I X 12 FRIEZE 1 O 7� 7 A10 WOOD COVE BRACKETS r ~ H m r OPERABLE WOOD SHUTTER STANDING SEAM COI°PER/ — ti LD U 2 LD W/SHUTTER DOGS PAINI ED MEI AL ROOFING ~ r . �,a ,,, w 3) F�1 p ,,,, .. — L M ( FLANTERBOX AIO RAKE MOUL D ON i X FASCIA 'JI) LL C7 i'--i L` UPPER LEVEL 5.F. 512 UPPER LEVEL S.F. " v ------------------------------------ r --------------------- -____—___— Is 2"COVE MOULD ON 000000000000000 00000000000000000000000 0 0000 00000000 0 IX12FKIFZE W c _ ® ® 5/4"CA64MG W/BALKBAND TYP. _ 36"HIGH�W000 C Jay # Tu.66 # 8"150ARD AND BATTEN 5IDING ' x RAILING P. y 5/4X8CORNER BD. YP. s � 8"$WOOD COLUMN5 MAIN LEVEL S.F. ® ® ® ® o LL 1"COVE MOULDON �. c+� -- 5/4"X 4 APRON o `oo '1 0346 0346 MAIN LEVEL S.F.11 nTfm _ m d. LOP OF PORCH DECK(g)EDGE _ __ _ _ rOP OF GARAGE 5LAB �" e --� Design Tnadit®- "ie the ew6 m- tmd®ar):of DRIP CAP ON __.____ ______—__ __. Dewgn T:editions, Inc.. By pumhwmg t6 plan 1 X 12 5KIR'f BD. posehaser agrees not to adopt, use, pnhlieh or '. SPLAYED BRICK WATERTABLE pt—on any ngnage the tradmlar6 or the 4 6 Al GARAGE "Stephen S.Pallet',St.Pullet',MwgnT.Ab.-" CARVED WOOD BRACKETS WOiOD DECKING STEPS A5 REQ'D PER 8" WOOD C01_I1MN5 6"$WOOD BRICKVENEER A10 AlU m auy denvatrve th.-C the nameuf the PLm,or NEWEL POST WATER TABLE the Colhaltion of which it is a part, vithoat the ANTHONY WOOD PRODUCTS INC. SITE CONDITIONS pummmen ommd of Amman,Moue Galey ILL #16 C.ORDEL — -���'`" Aay broach of this went shall entitle Design �� T=dmme,Inc,endless Stephen S.Finley inidaally, C)1,,. / sod/orAm®awflamGallsy,Ldi�eer�afi6e Plan) to puaue any and a](mm m they may Gave,at lav or equity,iod6,diug,without hmii bona, injunction relief to prevent or drgee ouch hmach. Please Note: Design Tndit'.aanmwe no li"ity for any hums: oonrtnu,W from thio plan. It is tho r.TonmMiLy Ki FRONT ELEVATION of the urchaaer Of A5 SCALE: 1/4" : 1'-0" ptE�eNEW 0 0--g befOmbo—gwuelmatiam• orm the 1)Cmtoltamnetvm*ALLDIMENS[ONS pec: w to proceeding with conatroction. 2.) Contractor most verify compliance with.ALL © -1 �A� LOCAL BURRING CODEom S in the a the 032251-1 p9OFE5510Nr' home is to he cmrlmcteL 3.)Ploy iudioataloodil cnly,ap ioacdog aepec6 eh—U incorporate actual site oon&tiom. Caution most 10cum ma in malting myd6mg®m 16phaOulyaqualdiedaadn64Amt m o-b. - aratmch®lengirwta6ouldattunpt moddioationa,as even minor d mnga could le.d to major pr 1onlumr QCpyA&Dmip TmditiomTM A5 of 12 PROJECT O H � W x O v 7q DATE REVISED U1a (� BRICK CHIMNEY z Me `- 7/12 7/12Go O TYPICAL UPPER CORNICE 12 12 L On 7 7 LAP WOOD SIDING W/6"EXPO5URE l 'u WIMJOW WELT, 61 OYE METAL ROOFING AT1i12 STANDING SEAM COPPER/ PAINTED METAL ROOFING � � 0 o z TYPICAL LOWERCORNICE LL �l v UPPEPLEVEL S.F. �__ o� UPPER S.F. -_-_-_-__.------------ ---------------------------------- —_—_—__ ^ .y ISI C�77 8-- L�LIFl ' WOOD COLUMNS w = BOARD AND BATTEN z n J SIDING o �r 0346 0346 fV ces 11, _ 36"HIGH WOOD RAILING TYPICALWINDOW o U LL z ` VV SURROUND m 1 \ Mosign Taditiamw"iv t6 ecLukw tm"mA of 5 3 v 6 Dei' Tuitions, Inc.. �� this_6 WOOD DEGK N � B�Y]paaohaauig phm 1 m ^ _MAINZ-E----. -_-_-_�.�___-__MAIN LEVEL BF___._.____- _ __-� pnrchuer agmen not to Ptr we, publish of _-.--_-- the nazoes iOPOFSI-ABEIGARAGE _-_-____ __-___-___-_-__ �on y a@ _7---------------------------------.—_— orwany Jee w d.A the name of the Pleoror m the CoEw�6icLn thontthe � Roame t3aUy,Ltd TYPICAL WATERTABLE AT GARAGE _ Amy hmmah of thio egaement shall en"Design 10"X 10"X 4"WOOD o T.JR.oar I.,"N.soh.S.Fa.;mot^'>m'aeYr 10" BRICK COLUMNS E COVE BRACKETS s o auu<1/arAm H.G LCL�ad6aft6e W/SOLDIER COURSE®CAPII AL o o Plan) to purmue any and�venedies they may RETAINING WALL AS REQ'D =Am3 s m haver athovor r".1ingr,nthoathits.,r PER 51TE,CONDITIONS CONC.PORGN � � � injunction to prevenk or seams ouch haaah. TOP OF SLAB - LE ---- -- i9 Please Note: Doriga TarliBunm aasanwa no h.6w fan may home oo uh cW f sn thio plan. It is the aeponuhlity of the purchaser of this plan to perform the BRICK VE following befam heguan aanphne on. OFNEWk 1.)CaoFmdormrtwilyALLDIMCR+iSIONSp� p O ce r ?,f to pmcedling aA aomttualion. 2.) Contractor wast v *aampliavae with ALL o LOCAL BuaDiNG CODB6 in the aseathe ��l w hNrilome is to heconetrachdl. G32254"1 �i�� 3.)Lim kAkale 6abana only an&wadq awa,4D 90FESs10% shnnld inaorpoate actual mite aonbi ' . i REAR ELEVATION Caution .thecownseainmmLngmyyJongemm As SCALE: 1/4" :1'-0" I 0 1 �e d���L'6nmmaas o< even ©minor ah�an�gs'LODOM Loi to majaa pmhlemm.Copyright Design TadikionaTM k w (x� A6 of 12 PROJECT O c z,II � v 0 � DEWOOD GA13LEVENT W/ DATE REVISED ABLE EXTENDED SILL Z"COVE MOULD ON 1 X 12 FRIEZE BD. 5"X5"XY WOOD COVE 5RACKET5 WOOD BRACKETS 12 12 7 o RAKE MOULD ON 7 _ 2 C, 1 X 12 BARGE BD. ,.. z � r r—i Go H M kD S i LAPW0005IDING Qg. f 5/4 €XP^OSURE 'O � 1/1ZSLOPEONmNDOWWEtt_ NLI S.S.COPPER/&hINTEp Q o t �, Al U i r X 8 CORNER BD9, o g '� ...., METAL RDOIF c1, z a p� _ ., .. . _ —' 'IrYPICALLOWFXCOKNICErl-1 a. i` UPPER LEVEL S _ — — — _ _ _ — —UPPEP---- - — _ .F. ----- — i� — _a� V - - - - - - - - - - - - ---LC,F. - - - - - - - — rT� a 00 Do 000000000000 8"BOnKD AND BATTON SIDING 1�"1 ® z DECORATIVE WOOD FRIEZE WOOD PEDIMENT CUT FROM I X MAT'Lkn _ / WOOD BRACKETS p1 c' mffim �y `^ JOB # TUBE #� 5"�WOODCOLUMN5 5/4X4W/DACKBAND v 3 d •A (1`� J LL o X ? \ WOODRAILING z� 0 0346 0346 MAIN LEVEL ® � � � MAIN Lt5-*GAF. � -- — ---------------------------------------------- --------------roroFSLnBa�GARAGE------------------ ---� "De;gnT�om";. ----- the ecluaive krademarle of Design Traditions, Inc.By pumhaoing thio an purchaser agnm not to adopt. use, publish or P"on any signage the tademarb or the names \ 16 PANEL GARAGE DOORS "Stephen S.Ala,,SbmR&r,'DmigaTmdaiame m any deuvat.th..A the name of the Phm,.. the Collection of whish it ie a part, without the WOOD DECK DRIP CAP ON BRICK WATEFTA13LE pd.w,d6ni cnoaeot ofAmerieaa Home GalLxy,Ltd I X 12 SKIRT BD. ` Any 6mah of tbnl a&m=nLshad m &Dmp Tradibmh Ina a Vor Stephen S.FJ4 &;dnelly, _ anNmAmmimHome Ltd.(lbxn16o(dm OPlan) to pursm nay,an�7ee d �_ll rem ' they way have,at lmr or egwty,'a""&a&vWmut lima, /D m7unatmn mhef to pmmk or cease sash brach. Please ease Note• s Design Tmditiona meumee no$ability fora y home i RIGHT ELEVATION of the puTchamer o plan. ltmtha rrapo=m Lhe .A„ ' ' of the purahaeer of this plan to perform the ;'. �+�G ' A7 SCALE: 1/4" : 1'-0» �'•. 'Fj� cozzsa-t �� following hefine begnm;ng cwnelractioa. FADFESS1op�y 1.)CoaidmaeLw*ALLDBlENSIONS prig e to proceeding with candnwtiam. 2.)Contactor meet verify compliance vA ALL LOCAL BUILDING CODES in the aro the home t to be aonatuatA 3.)Place indicate locakima on y,m&—eing mp'A A..0 incorporate actual Bite conditions. ., Caution mret be awmm d m mabmg mW changes m the Flea.Only aTwMadazh-heat,dadgnar,cmfmztor ar.mrfi®Im�oeecebwld�ptmsddicetri�e,•i minor"bang"oouhl mto major P.M. O Copydghk Design Tnul Hoo TM A7 of 12 1r PROJECT � o Ntjj � W x o DATE REVISED rn a 12 12 Z N 7n2 2 �_ �i� A10 4 b eq Z O „ L -...i.� W 3 k 51'ANDING SEAM COPPER/ — 'E PAINTED METAL ROOFING 3 '� 777fif LL i UPPER LEVEL 5.F. UPPFR LEVEL S.F. V - - - - - - - - - - - - - -- - - - - - - - _ LL - -- - - - - - - ------------------------- - - - - - f/W�1 �apq WOOD RAILING ^ " E WOOD FKIEZE i '�a 1 8"(WOOD COLUMNS DECORATIV � CI1T FROM I X MA"I"L U' Job # rUBW # i WOOD BKACKET5 :56"HIGH WOOD RAILING W r� 0346 0346 F 3 V'OWOODCOLUMN5 x ,� Op _ J O IT O _ = IE WOOD RAILING R "Dmign Tnditionar a the euclusive tndemarle of C\ o WOOD DECK DeanQu Traditions, inc.. By porchm"this plan m MAIN LEVEL 5.F - _ -------- --------------------------------- -----------------MAIN--------------------LEVEL P ------_ °1 __ P1nplace sa agrees not to adopt+ we, publish or place on coy mgnage the tnademarle or the acnes "Slaplm S.pule,swm Pollee.MmaguraIbmad' — m any dens-time thereat,the acme of the Plan, or NLU the Collechon of which it is a pert,without the o - pdorwrittenconsent c[AmmmmunHomeGmllety,La t Aay bmaah of this agreement abate entitle Design Taditicme Inc.aodler Sieplm 5.Pa➢ey iodiviehally Q � 16"LpBRICK COLUMNS , , o = W/SOLDIEK COUKSED APITAL aeJ/.Ammami Hmo ,iA(ihcselerofthe +O 3 RETAINING WALLAS REQ'D Plan) to purees any and remedies they mry o PER 517E CONDITION5 N CONC.PORCH ' _ impnotion relief to prevent orccape such ow i9 TOP OFSLAD 0)LOWER LPVUt — A — - ------------------------------------------- - Please Note Derign Tadhiom areumm no liability Lm Any home 4` pf MEry canalr.mked Loom this plan It is the asponsihility off the purchaser of this plan to perforna the he(.-heginniug condi:..,. '1`..)CouttackemustvadyALL DIMENSIONS am J]2254 1 ,Aci to pxooeediog with omakructiun. 9pf ESSIOH� Z) Contractor most vm*compliance whh ALL LOCAL BUU DING CODES is the ams the home is to be constructer 3.)Pleos;mlica6e lacaboau only,meg m=V ape* 1 LEFT ELEVATION ahoahlincosporateactual ane.woelaf- . SCALE: 1/4" : 1'-0" Caution mmst be esmer�m malnug any els Vein 138 d-11se.Onlyaqua)(iadaodd�d ehsguey eoa�C6oe a atruadaal mgiuee[A—M at .*usai stars a even minar changes oq,ld lead to r.jm pmblenu. ©Copyright Design Tn,ljb: TM A8 of 12 PRolEc�r INTERIOR ELEVATIONS SCALE: 1/4":1'-0" ul GLASS PANEL 2 X 2 PICKE'F5 FALSE GAB. GLA55 PANEL FALSE LAB. KECE55E PANEL BOOK SHELF FALSE CAB. nPICAL GROWN 10"HIGH KEYSTONE. O CAB.DOOR5 DOOR PANELS CAB.DOORS DOOR PANELS CAB.DOOR5 OR PANELS PROFILE 1X 8 CA51NG W/BACKBAND O GYP.BD. ❑� DSO o � � DD D 00 X 0 0 � Ip _ 11 DD ❑ ■ ❑ DI SCJ < W z a 0000 0 000 0 00 o I FII FL FF11 0 m 0 0 00� 90 v 7q \0 �0 END PANEL SIN% D.W. RECESSED PANEL REFRIGERATOR OVENS DESK OPEN TO GREAT ROOM SEE COLUMN DETAILS T 1 GAB.DOORS 1YP.BASE PROFILE 11 KITCHEN ELEVATION I2 KITCHEN ELEVATION I3 KITCHEN ELEVATION A9 A9 A9 DA TE REVISED U1 g z 0 12 r � H � ATTIC :2 . TYPICAL Ckt1WN PROFILE F- T �? TYPICAL I X 4 CASING 203 r ❑ 202 ❑ / ? ul MASTER BEDROOM B H WINDOW WELL ° W<a HOWESLOPE 0 N2 ti DOOR W.C. o 0 2 12 TYPICALBASF PROFILE WHIRLPOOLTU(5 UPPE_—_—_—_—_—___—_-------_—_—_— UPPERLEVELS.F. _ — — — --- LEVEL S.F. �-- ---------- -------------------- JOB # TUBE # 0000000000000000 SEE COLUMN DEI AILS ------------------------------- 1 o s LIL-1 GREAT ROOM w 0346 0346 MANTEL DETAIL 3/A 12 PORCHmpau_ PORCH 10$ u " T °ap+ t d.aata.:ea tmd®ad�of nn.- 13Y puml-xig t6 pmc 4 Leh n place on any mMgaage the tjenael or the name, C, m —� '%Thm S.Pulley,St..F.1 2',1).igaT."—.,O MAIN I.FVFI.5.F. m any walrus 6,,d,the name of the Plan,as MAIN LEVEL S.F. --------------------------------- ------------ --'--_--_----_—_-------_"—_—_—_—_--- - ----'---------'-- —,$, the Collection of Tv"it ie a pant, without the 136- iters omemt cfAmeown Home G imy,1A .Any breach of t6 agreemmk mU entitle Design N Tmd3iom,tm.mrllm Stephen S.Pulley ia}:vduelly., 002 aQmAmeemn Home Gy,U&(the q6 of fire FUT[IRE Plan) to pnr►ue any an remahaa they may FAMILY ROOM o03 bows atla'ore�y'"ji—g''�W-.thm'teb., FUTURE MANI EL E untunction m6af m piaeent or casae such hseech. PATIO - o Please Note: Daiga T. ion,ne me m nu liA&Y far any home 1 OP OF SLAB LOWER LEVEL ai aonohmterl from dw plan. It is the=V,,Aility ------------------------- of the purehaoer of thio plan to perform the j et riEry ro Womg before bept niag comkmcsmn. 1.)CuottactormatamfyALL DRIO NSIONS pus r ¢ to prooeding.eRh conskmetian. . , I,� X2.) Contmolor must verify compliance with ALL DDCALBUUDINGCODES inthe areathe �P�03l254"1 ��V 6.io to be . OFE 51910' 3.)Plum iudioate 6.6ow;only,-&—Ing aspects > TRANSVERSE BUILDING SECTION ( �numuM d;b` emaiwrate actual nnLJC ganyJan - / ll� t`-� ] Cmrtirm mmkhe eamcisad in maluug any rya°ges in A9 S(CALE: 1/4"=1'-0" ilupim Onlya ae luhnl emtmdsn a<etoeckemlAouhlattempt fi w sem minor change oaahl hsd to majce pmhhms. © Copyright Design TmditimaTM A9 of 12 1 , E PROJECT DIAMOND 5IIMEU 72 51 ANDING SEAM COPPER/ COMPOSITION SHINGLES 7 PAINTED METAL ROOFNG 2 X 4 KNEFWAT ON 15#FEL f OVER 518" ON 30#FELT OVER 518" GLY PLYWOOD WITH CD%PLYWOOD WITH BETWEEN X01575 CPX PL IP$ r—_CPXPL W —2X RAFTERS 12 AT16"O.C. 12 2XRAFFF95 AT 76"O.C. O 2X GEII ING J015 �7 10"X70"X4"501-0 2XCEII.INGJOIST �3 O AT 16"O.C. WOOD BKACKF-TS W/ AT 16"0.0. _ A 9"(K-30)ROLL 2X4 fAN71N0005 DOVE PROFILE(SEF ELEVATIONS) INSULAI ION 2X4CONTIN0005 31/2"RAKE MOULD FAIL DRIP EDGE ----�� BETWEEN X05175 —_ 3L1/2"RAKE MOULD METALDFIPEDGF �-----�ON FACSIA CUT FROM IX4 31/2"RAKE MOULD FACIAGUTFROMIX6 10'-O"CCG HGT ONFACSIACUTFROMIX4 '$'------" —"-- FACIA CUT FROM IX6- w 9'-d'GLG.HGT. 1—i FACIA CUT FROM 1X6- ABV-FLOOT VEL FACEO SO BEI. W -�-------- 1X12 BAKGE F30ARU 5U8-FLOOR FACE OF SOFFIT ABV.SUB FL DOOR EXTEND 1/4"BELOW 1FINISHPLYWOOD UPPER LEVEL FACE OF SOFFIT WM 82,2COVE MOULD 50E IWII2 " b 1/2"FI14I5HPLYWOODCONTINUOU5 SOFFIT VENT 0 �J SOFFIT WITH 2" 4"WOOD BRACKET i/2"GYPSUM WM 82.2"COVE MOULD CONTINUOUS SOFFIT VENT WALL BOARD 1X8 WOOD FRIEZE v 1/2"GYPSUM WM 82,2"COVE MOULD BOARD OVER 1X2 WALLBOARD 7X72WOOD FRIEZE 1 d CONTINUOU5BLOCKING 1X12 WOOD FRIEZE BOARD OX4DODO G. y✓l1il P 5/4%B CORNER K W BOARD OVER 7X2 ALTO O.G. 1-d CONTINUOUS BLOCKING \ 5l4X8CORNER �_ BON01 /h ✓ \ 1.14 M 2X4 ODSTIlDS 5/4000RNER _ BOARD - 31/2"(R-I1) LL INSULATION rV AT 76"O.C' 7q BOAR05EYOND BOARD&BATTEN SIDING LAP SIDING WITH .` . v+ 311 !2"(R-tt) LI.INSULATION � 6"E%POSURE o { �"8 ' ' ��1 SPU P VER M� UU d 6 12"INSULA"PION 4 O ^ /If I IIS SHEATHING DON I� P HIG" -e, y2,Ii W '✓ I i'-O"51'Ub TO 1 CORNICE SECTION DETAIL POUCH SONG a CORNICE SECTION DETAIL DATE REVISED Alo SCALE: 1"=P-0" 2 CORNICE RETURN DETAIL A10 SCALE: 1"=1'-N"11 A10 SCALE: 1"=V-0" 2X4 STUDS®16"O.C. 2X4 51 UDS 016"O.C. 314"TCG PLYWD, Q' GLUE AND NAL 3/4"T&G PLYWfJ. LAP W000 SIDING GLUE AND NAIL -- W/6"EXPOSURE BOARD&BATTEN SIDING •D FLA5HING FLASHING FLLASHING H� 00 PKP18 CLAY C.HIMNEy POT(5)GAF WM-187 MAIN LEVEL MORTAR WA514 DRIP LAP m SUB-FLOOR 1/2"PLYWOOD SPACER — MAIN LEVEL 5UB-FLOOR 112"PLYWOOD SPACER "------ - FIN.IX12 SKIRT i ) - --------- ^---_----------"------_"rt - FIN.1X125KIR7 BOARD ` A� BOARD p FLASHING oil 4"BRICKVENEER m SPLAYED BRICK WATER7ABI,E W/GN V.METAL V'DPJGK VENEER TOP WALITIES AT16"U.O. .. . ,.., 1x S _ :_- --- --5LA-dGGA--- -T- W/GALV,M TAL r -, HOLES�32' . . .i WALL TIE6 AT 16"O.C. �L R-30 9"INSUL. 7HRU-WALK FLASHINGbb,GRADE. - WEEP HOLES da 32 O.C. FLOOR JOIST 0 16"O.C. rc, KT 2%6 P.T.5141. • .r �Y, FINISH GRADE ` FIN15H GRADE F` (MAY VARY) (MAY VARY) 2%HEADER �� LIMESTONE BAND POURED /\\�\\�\ / 4" ONC.SLn. 5' I•-��'I P. T.P.EDGES CONCRETEWALL' \ \ GROUT FILL SOHO POU DCONCKETE GROUT FILL 50LID lJl S$ BELOW GRADE FOU DATION WALL \ BELOW GKADE MEMBRANE WATERPROOFING r ti C T.GONG.FTG. 8.1 1 4ii ,(/, jr BRICK VENEER JOB 7/' TUBE Off. 4 DRIP CAP DETAIL 5 CHIMNEY CAP DETAIL 6 WATERTABLE DETA 0346 0346 A10 SCALE: V=V-0" A10 SCALE: 1"=1'-0" 0 SCALE: 1"=1'-0" X / "Design Tnditiane"ie the ecclvsive trad4marh of /- Dw'�°Tndilioue,Inc..By pamhaaing th.1 Spurahaaer agrees mot to adopt, vee, publish or l./ % pp)r an any eipm&the tradema[b or the vam[i i A �� r�u yj �b".F "r .A�'vd�d"°.oft T�iml' 1 tha Collection��tLe osn,e�'tLe Plan,or OPERABLE SHUTTER it is a parte without the pe mrwutten cavamt ofAmmom HomaOallny,Ltd. EXTERIOR WOOD SILL [ta)1.'b.[w�ch of this agcne—m'�e-nt ahA entitle Dmp SHUTTER DOG 1-314" Taaozm,Im.aad/a Stgh—S-RA4 iadividaall,, O" 1 FULL BED OF 5EALAN F Plan) to pu nu Hama na A rem (fl,e oe�aEi y i 2X2 CAP&FRAME W/RABBETED Plan)to pursue any and rem they may Law,at la,r or egdty,md„dmg,without l'nuilalianar EDGE TO RECEIVE PLYWOOD injnnetion relief to pmveat or casae anah hzwah. P.T. WOOD 5LOCKINGAS REQ'D. METAL FLASHING i 3/4"MAKINEGRADEPLYWOOD TYPICALEXTERIOR1X4 FIN15H WOOD CAP(V 3:12 PITCFO 0FNE1y t FLOWER BOX WALLCONSTRUCTION SA t c r0C ./- 7 BLOCKING p E 7 Please Note: ( W/t-PIECE METAL LINER o ( ) P De dp T.Jit m aaeamee no liaLility fie,eny Lame 3"DED MOULD ®3:12 PILCIi 112"GYP,BOARD i (PROVIDE WEEP HOLES 514X8 FINISH WOOD FRIM ` oonatr„cted&=this� it is the respcmallity ( � I w (OGEE BACKSAND ALONG i IN 130XAND LINER) _ 51DE50F FURROUND) 1225 " @� of=-n he gbefipurchaser of f mg plan mwh cctperform tlae • 3/4"PLYWOOD 'vF, oa2sut i WOOD BKACKETGOF OPERABLE LOUVERED m11 p S100Wy`. 1.)Canfndor'nwAw*ALLDBMSIONSpnm i FROM 4X4 _ WOOD SHUTTER ) to promx ng with oonatrualion. _ 2.)Contractor must wnly'o=plianx with ALL A IAP WOOD 51DING DOUBLE HUNG INSUL, I LOCAL BUILDING CODHS in the area the W/6"EXP05URE "112" 81/2" WOOD WDW.LIMIT home is to ha a Otreot.L 1 s> PARTIAL ELEVATION SECTION A-A siihoum �, ems hld incorporate actual ails conditions. ' - Cacdion nmwt be eamciaed in melm,g any m FLOWER BOX DETAIL s WINDOW PEDIMENT DETAIL �' °n4a` �' `� ,In,ahm,en�m¢elw,,d,l6 l�gk w®minor dmngm wum 6a to ma,�a'�. A10 SCALE: 1-1/2"=V-0" A10 SCALE: 1-112"=V-0" O CopyrigLt Design T,udhianarM A10 of 12 PROJECT STANDING SEAM COPPER/ PAINTED METAL ROOFING O ON 30#FELT OVER 518" PLYWP.DECKING W/ N 1_-.__2__. PLY-CLJpS O 3 STAMPING 5EAM COFFER/ 314"C0NT.I31-O(,KING ME FAL FLASHING Lam\ PAINTED METAL ROOFING \vim2 \\v ON 30#FELT OVER 518" SEE i PLYWP.PECKING W/ ICFRTOP RAIL 3IA100RNICE DETAIL, PLY-CLIPS CUTT FROM FIN.2X6 v Thi 12 11/2"X5"RAILW/3/8" _� 2X6 Glomi.J015 1-5 2X4 FRAMING W 1�� �z/ 3 0 16"RAFTERS \I, O.C. ChIAMF-ERED CORNERS ,`V 31h"DONT,BLOCKING V2 PLYWD SOFFIT METALFLA5HING WM-873,5TOP MOULD F�1 1/4"T&G BEAD BP 3-2X10BEAM 2" 2-2X4CONT. xj 2X6 CEILING JOISTS P 16"O.C. BEE CORNICE DETAIL, y iv - 3/At0 2112"X1112"PICKETS o 6LOCKING&1/2"PLYWOOD SPACER a r� W/3/8"CHAMFERED in MAINTAIN CLEAR AIR SPACE 1'1 2X4 FRAMING CORNERS 0 5"D.C. WM-82,2"DOVE MOULD ONIX8 FIN WP, TRIM FOR VENTILATION T 1 1/4"T"&G BEAD BP. 1/2 PLYWD SOFFIT V 9'-4" 3-2X10 6EAM W/2-2X4 CONT. 11/2"X 6'130170M RAIL 8"SQUARE 60XED-OUT BLOCKING&1/2"PLYWOOD SPACER W/ 3/6"CHAMFERED COI-UMN v (yT•nLF WM-82,2"COVE MOULD MAINTAIN CLEAR AIR SPACE CORNERS ON 1X8 FIN.WD,TRIM00 0 FOR VEN1lLATION 5/4 X 4 DECKING 3 DECORA"NVE FIN.1%WD. SCREEN,SEE PETAL 3/A11 DATE REVISED WOOD HANDRAIL,SEE WM-100,314"COVE MOULD DE FAIL,2/A11 UNDER 1X WE).CAFWJ CAI'FLASHING 2 HANDRAIL DETAIL All SCALE: 1 1/2"=I'-O" S a 8"SQUARE BOXED-OUT Z COLUMN O WOOD HANDRAIL, WM-100,314"COVE MOULD r r ' �— 5EEDETAIL, 2/A11 ON 2X10FINI5HIND.BASE o 7 FINISH 1X4 �� > N 5/4X4 PECKING Q imp "2r �— P.T.2X6 PLATE FINISH 1%125CREEN .�" WM-100p 314"COVE MOULD .... ,; - P.T.2X10 JOISTS ON 2X10 F"bH WP.BASE . - - 1X12 FIN.WD.BK1RT eD.DECORATIVE PATTERN1XBF1 D. N cUFINTl7iXBCRhEN 1X6 FINWD.7RIM WJ 5/4Xa PLGK;NJG - € r H " " , -^ z WM-137 CI.OVERMOIILD 3/4" ®SEAM MAW LEVEL SUB-FLOOR P.T.2X1013LOGKING V D.C." P.T.2X70JOSTS P.T.2X10,CONTINUOUS 4-2%70= ~ a. WM 875 STOP MOULD 6 IEAM Is vb a. _�---- 1X12 FIN.WD.SKIRT BOARD P,T.2X1051LLPLATE 2-P.T.2X10 N — CAP FLASHING 4"BRICK ENEEWFWI517%4 O 10"X12"X4"WD.BRACKET P.T.2X6 SILL � C r W/COVE PROFILE j j f-INIShI GRAD[ r — JOB # 1 �/BE _ _ 16"%16"BRICK PIER —ll III—III •: i. � I —I I 1=1 I 1—III FINISH GRADE _ --=yI.1II=1 IIS— 3 DECORATIVE SCREEN DETAIL 1 0346 0346 0 —III—III— II f III— GROUTf-ILL SOD 3" Ail SCALE: =11_0" �' III—I�— •.•�1: 1• - 1 —L I --�- S"RD.STEEL PIPE "DcaWn TraliboaeH u the mc)usive trnhmule of IF_ _ POURED CONT.FOOTING SUPPORT COL Design•I'y e Inc..By pu6ming this plan I;III—I I1=III—IIT- ON agrees --III 11=1 LI=1 LI I I 1=1 I F � �� or�� �1— '�S.Few,Sleep RAW,Mmga.T-bi e nammes �I I—' or any derivative thereof,the name of the Plan or 3' 8' the Ca ccuou of which it is a park,vdt6 mt the priundlm omeet ofAmmean Hca®usGa'�._y,'I A 4" ONC.5L"F TuAitians,Inc.anNor Stephm S.Pulls)rodivu6aally, Any breach of this agmm®mt"entitle Design \ Q 5L PED t/4"PER F1. aixlloeAmeriaan Hmie(;,;76. , Ltd. ae16 c tlaa SOLID WOOD CORBEL 6Y: Plan) to pum se any end aU s they may ANTHONY WOOD PRODUCTS,INC. have,at lar or equity,mc�mlho t ho aabunse,, 1131NDU51 RIAL LOOP-P.O.DOX 1081 aapmction relief to prevent or amass such breach. HILLS 60RO,TEXA5 76645 o (817-582-7225) GRAVEL 13EP CORBEL 916E Please Note: FIN15H GRADE Design Tralbona assumes no limhky"fo��r a�n_y�hLo�tm��e conffuucW from this plan. It is the ampons +e.y l SECTION DETAIL @PORCH of the porn wb n ung oan.tu perform the I =1 1=111=1 Anne 6e�°r°6egi"n'°g a°nate°a"°n• SCALE: 3/4„=r-0” "�• �• " III-III—III. I.)CmkadxmuAvm CyALLDAIDNSIONS you I-111-11 I-1�1 I 1=1 I I to proceeding With construction. —I I I —III—� � �III—II I'—I 111=1 I Icy{ 2•)cmtmtm must Ywhr compliance with ALL 1I -ll ILII �I �LL�YL-- -�(1~ I`✓ b�utB I DDINtm CODES intheaces the 4 DECORATIVE BRACKET DETAIL (� ////� 3)Plaosin"lacaB- only,®ging SCALE: 3"=1'-0" // Cam®Kadin site g alt�.�m s SECTION DETAIL @ DECK tb.p>monaaep�sougatb as M.Mimaeous,se asalmoluulengmeaalaudddtemptm 'gym SCALE: 3/4„=1'-0” even minor changes could lead to map: Tprohlnr s. Q Copyright Design T.Atiama Al 1 of 12 ■u PROJECT O FIN15H 2X10 W/ ------- FIN15H IX CAP 5116"CHAMFERED CORNER m H WM-51,CROWN MOULD VV v L7 FINI5H2X2WJ J a FINISH f% WM-623,APKON 5/16"CHAMFERED CORNER i9 BOXED COLUMNul v x N • WM-47,6"CROWN MOULD O �-�'--- WOOD BRACKET, 71121, 7q iq 4"WIDE .>' �w) m FINISH 1X8 F-INI5H1X4 COLUMN CAP DETAIL L Al2 SCALE: 6"=I'-O" DATE REMISED WM-166,BASE CAP m 7 1/2" 1 I N (V Tn O FINISH 1X8 `J-( BOXEDCOLUMN [v N 10 CORNER CHAMFERED \ O CORNERS 2 s GREAT ROOM MANTLE DETAIL 2X45F°DWALLFRAMING 1 TYPICAL CROWN DETAIL Al2 SCALE: 6"=I'-0" 112GYF5UMWALLI5OAK9 Q Al2 FULL SCALE 4 JL FINISHED ROOM SCHEDULE ul~ WM-166,BASE CAP 5 COLUMNf SECTION DETAIL I NO. ROOM NAME pLOOR WALLS CEILING CASING CROWN BASE MISC. TTl 601 UTURE LOWER FOYERCARPET GWB-P GWB-P FINISH 1X4 1/A1 2-P 2/Al2-P Al2 SCALE: 6"=1'-O" FAyi Q 002 LI111REFAMILY ROOMCARPET GW-13P CAWS-P FINISH 1X4 1/Al2-P 2IA12-F 003 FUFUREGAMEROOM CARPET GWB-P QWI3-P FINISH IX4 1/Al2-P 2/Al2-F 004 FUTUREBEDKOOM CARPET GWB-P GWB-P FINISH 1X4 1/Al2-P 2/Al2-P „ 7 1/2" 005 FUTUREBATN TILE 6W8-P GWB-P FIN15H 1X4 1/Al2-P 2/Al2-F 006 MECHANICAL CONCRETE 5W5-P GWB-P FIN15H 1X4 — — JOB # TUB�i # 007 FUTUKEMEDIAROOM CARPET GWB-F GWB-P FINISH 1X4 1IA12-P 2JA12-F e 101 FOYER HARDWOOD GWB-F GWB-P I FINI51-11X4 I 1IA12-P I 2/AL2-F' 102 LIVING ROOM HARDWOOD GW8-P GWB-F FINISH 1X4 1/A72-P 2/Al2-P FIN15HIX 0346 0346 103 DINING ROOM HARDWOOD GWB-P GWB-P FINISH 1X4 LA12-P 2IA12-F' 80XED COLUMN 104 HALL HARDWOOD GW8-P GWB-F FINISH 1X4 ifA92-P 2/Al2-P maA of FIN5H1X8 105 POWDER TILE GW8-P G"-P FIN15H 1X4 1/Al2-P 2/Al2-P a 106 IJXUNDRY TILE GWB-P GWB-P FIN15H 1X4 ifAl2-P 2/Al2-P 'DDeeig°'Tiadibns, Inchee:clusioetmde6p6 107 KITCHEN HARDWOOD GWB-P GWB-P FINISH IX4 IIA12-P 2JA12-F _ Daign Taditiona, Inc.. 13y 1""�"""'s °t""" 108 BREAKFAST HARDWOOD GWB-P GWB-F FINI5FI 1X4 1/Al2-F 2/Al2-P � p1umchaam'agmen not to adopt, me, pub)uh or 109 GREAT ROOM HARDWOOD GWB-P GWB-P FIN15H 1X4 1/Al2-P 2/Al2-P WM-72,BED MOULD p)•Oo on any mage ibe�•ch or the na°1tY 110 GARAGE CONCRETE GWB-F GW8-F FINISH 1X4 1/A72-F 2/Ai2-I' '�s.Pullet",SIS IJulld',aDaaigoT�liam" 201 BALCONY CARPET W13-P GWB-P FINISH IX4 1/Al2-P 2/Al2-P oraydmvaLave thauad,the namead the Plan,a� 202 MASTER BEDROOM CAKPET GWB-P GWB-P FINISH 1X4 1IA12-P 21Al2-P the Collection of which it v s pact,witbank the 203 MASTEKBATH TILE GWB-P GWB-P FIN15H 1X4 IIA12-P '21Al2-P pomwrdtm aaaaeot oFAmmaul-ltane"..a 'ltl�. 204 MA5TER CL06,ET CARPET GWB-P GWB-P FIN15H 1X4 1/Al2-P 21Al2-F Any 6eaoh of t6 agumumt xU entras Deign 205 BEDROOM No.2 CARPET GWB-P GW84' FINISH IX4 1/Al2-P 21A72-P Tadh;®e,Ine.a�a'S1e�.S.Pulley. a -1 n9r 206 BATH TILE GWB-F GWB-P FINISH 1X4 1/Al2-P '2/Ai2-P mNorAmerinanl-ioue a ltd,(diewl6citi. 207 BEDROOM No.3 CARPET GW8-P GWB-P FINISH 1X4 1/Al2-P 2/Al2-P FINI5118A5E. 1 :amadaaa 208 PPJ-55ING CARPEL' GWB-P GWB-P FINISH 1X4 1/Al2-P 2/Al2-P CUT FKOM 2X8 Phan) to puree any andd'�� ' they ma y 209 BATH TILE GWB-P Gm-P FIN15H 1X4 1/Al2-F' 21Al2-P haw,al la v m•-f to i;;;Tt ,without elivaN, 210 BEDROOM No.4 LARPE-r GWB-P GWB-P FINISH 1X4 1/Al2_P 2/Al2-P miunohon=in 210 to pmwnt or°Daae such bmacL. V ,D Please Note: WM-74,BED MOULD L Design TmlRione mumu no a ybut any Lama oomlrueted lmm thio plan- It is the responaihlb'.Ly of the purehaoer of thio plan to perform t]ae _ Ummg belnm be mmg cam mclim. 1.)Co Amckwmmtw*ALLDIMI3NS10NS p im to pro Jing with omwrb. tine. 2.)Contactor moot v®Iy mmpluva with ALi.. LEGEND hLo isto1m.D�rn�vas;otbeaa: CODE DEFINITION GENERAL NOTES: G.W.B. Gypsum WALL BOARD 1.WM refers w Wood Mould. 3.)Plano inshould iacoTpomte ucorosna teo ,engnmug ssperia ails conditions. s SPAIN 2.All IKMat'1 end 2XMat'1 trim to to Pcish grade wood p PAINT _ Cantim musk be aoorcied in,me}dng any u,aaeo m A,B.C,etc. TypR OF TRIMa 1� •9• a 'r deaiguer,eootaelo< FLOORING TOBESBMARTO ADJACENT ARRA r6 COLUMN BASE DETAIL �ral�,alm�naaanadaLt�pLm,a�.,a. 2 TYPICAL BASE DETAIL C.T. CFX"CTILE eveunain changeaomulenjtomaim proble - Al2i FULLSCALE _ Al2 SCALE: 6"=1'-O" OC C-might Deoign Tmlitioo TM Alt of 12 PROTECT _ ---- _ _- -_-------- Fr-------7z--------17 -------s1----- ------ --- --� A z � j =_ 57'-0" 33•_6•• 23•-6" PpoJEcr 12•_6•• 21'-O" I Q v - __ - - - ___ -_ _ - - - - o � I z-z x 12 P.T. I -- - - - - - -- - - I I I LEGEND TYPICAL 0 I BLAB ON GRADE `�"'•� I 3 I A BEARING WALL WALL BELOW LEVEL BEING FRAMED b r - -1 r [' I --- WALL ABOVE LEVEL BEING FRAMED 4"CONIC.BLAB REINF.WITH It I , I I I 6LAB ABOVE I p STACKING WALLS 2-2 X 12 I I W.W.F. 6 X 6 WL4 X W1.4 I 1 I I I N POINT LOAD FROM ABOVE- �' I ON 6 MIL.VAPOR BARRIER ON4"CRUSHER RUN. b ®I4 2 I W O SUPPORT BELOW a^coNa sLnB .c pl I I I I ILI r I I REINF.WITH W.W.F. 0 ---0 JACK TO WALL/BEAM BELOW _ 6X6 W7.4X W1.4 ON 6 MIL.VAPOR I 3 I N --� FRAMINGDIRECTION BARRIER ON 4" CRUSHEN a I I R RUI v FRAMMG DIRECTION BELOW -2 X 7 _ - -J - -- -- -- O —'— BEAM/HEADER LINE --- - - 0 _ -- - -- - r-- _ _ STRONGBACK - - - -- - S.L_ _ _ - - F.J. FLOOR JOIST - -_ _ 7q r p PROVIDE I2"THICK C•J, CEILING JOIST CONIC. FOOTING WITH I I I 18-1 FIRST FLOOR BEAM MARK L - _-- I X #4 AT 12"O.O.EACH I -- 411 WAY i I I , I 28-1 SECOND FLOOR BEAM MARK —\� JJ I I CB-1 CEILING BEAM MARK I— I_ __ J I l) R13-1 ROOF BEAM MARK U.N.O. UNLE55 NOTED OTHERWISE N N I I I I I N W.W.F. WELDED WIRE FABRIC 6 I I z-2 X 12 D.J. DOUBLE JOIST DA 7F REVISED I 7 I I I I P.T. PRE55URETREATED N O.O. ON CENTER A AP.A AMERICAN PLYWOOD A550CIATION N '�• �` tih:4 - -- -I L- --- - --I L-- J I F.PL FUTGH PLATE _ I N H-1 HEADER MARK -- --I I E.W. EACH WAY b I SLAB ABOVE I I G.T. DOLLAR TIES li SLAB ON GRADE I v�JL P m I 10 I - -- --- - --- - -- -- -- ] I - - - -- -- - - - - - - -- I F -- --- - ---- ----------- qt -_ _ - _ _ __- -___R F� W-td' _ za•_4,., W-10" -- - -- - - - - - - -1j 57•-0" 2 FIRST LEVEL FLOOR FRAMING FLAN 6CALE: 110" - 1 -0" FOUNDATION FLAN _ S-� NOTE: 1. ALL JOISTS 2X125YP #2 AT 16"D.C. u.N.O. G✓' -'I SCALE: 1/&" = 1-O" 2, ALL DECK JOISTS 2 X 10 AT 16"O.C. P.T. U.N.O, NOTE: 1. ALL PARTITIONS AT PERIMETER ANINTERIOR LOAD BEARING WALLS ETD L r ' 2 X 6 AT 16"O.C. ON THIS LEVEL. 3, ALL HEADERS IN BEARING WALLS 2-2 X 10 SYP#2 U;N.O. �1 N 2. ALL O7"HER 1°gRTIT10N5 2 X A AT..16"O.0„ON TMIS LEYL. „ . . , r.. „, 1 4: AL4 BEAMS,SYP ly`2 U.N.O. SEE(PLAN FOR SIZE, y , ., LQ -_ 3. SEE ARCHIY'ECTURM1L DRAWINGS FOR LOCATION tlF ihLL INTERIOR FLOOR DECKED WITH 23/32^AP'A RATED STURD-I-FLOOR 24”O,C. PARTITON5 WITH FOOTINGS BELOW, ” . SPAN RATING. SEE FASTENER SCHEDULE FOR NAI(_,ING. © 02--2 X 10.TYPE �— 2-1 3/4"X 111/4"LVL W CONTINUOUS UPSET N tj 34TO WALL ABOVE -� x O i ti N Ui u 2-2 X 10•TYP. 2-13/4"X111/4' U U W. 20 B✓B"GLVLAM JOB # TUBE # V, LVL II I° a �I O-AL O.J. ,X ___ - ° Ix •NII Ni j x XI D J X 034 0346 � d • 7 II I�: J N„ U �C,41<.W N �J Design is the exchwim -i I N _ _ _ __ "Design Traditions,,ImI. By p="v4 this planf u u ❑ ` I` I I 0 pumhasen agrees not to adopt, me, publish or _ t H I place on any sigmge the trademalh or the names N W II h 2-1 3/411 111/4" __ I �I N� 1� � 1 __ X• Is N "Slspbeu S.Fall ,St.F-Ad',"Des-T-abord' N or or the Colles esti n,tthere eAf�,LLeaname art,the Planout this puorwuttemconsent ofAmexiiHome GAzy,Iles 2-2X121 IL Any breach of this agreement stall-tide Design 'I 2-1 3I4"X 11/4" Toatiwe,I.aoi Slej.S.Fier, mhpy"l ' LVL � +nW y, C - X I 3-2% 12 3-2.X 12 orAmelican Home t�''t,',", the 'I Ni I -_ Plan) to pursue any and I ISd.est . may NII - h.,at 6w or lsTay,including,wid d , __--- - - - __ _ _ _ _I -- -_—� injunction relief to prevent or cease such breach. -- �2-2 X12- C L - - Please Note: Design Traditions assumes no IiaLi)ity boa any Lorne ' conetmcted from this plan. It is the reepomibility ofthe purchaser of this plan to perform the following ginning construction. 2-2 x 1o.TVP. ,., 1.)Con4wbormuwty m{ ALL DIMBN5IONS poll, Ll-- 6- o -� to proceeding with construction. 2.) Contractor must verify compliance with ACJ. LOCAL BUILDING CODES in the ars+the 3 home is to be constructed. SECOND LEVEL FLOOR FRAMING FLAN 4 SECOND LEVEL CEILING FRAMING FLAN 3.)PLms indicate local one only,eligineering aepecb 5 SCALE: 1/B"-V-0" 1 NOTE: 1. ALL FLOOR JOIST5 2 X 12 SYP #2 AT 16"O.C. U.N.O. c✓- - SCALE: 1/8" = 1 - V' mules incorporate actual site condtti m_• 2. ALL CEILING JOISTS 2 X 10 SYP#2 AT t6"O.G.U.N.O. NOTE: 1. ALL CEILING JOISTS 2 X 10 SYP #2:AT 16"O.C.U.N.O. Caution musk Le exe�wmal m malnng any dg.m flue Pim.Orly aq-Malas dot tdwia¢,oontockr 2. ALL HEADERS IN BEARING WALLS 12-2 X 8 5YP#2 U.N.O. or akmetuml sholdd 3. ALL HEADERS IN WALLS BEARING FLOOR JOISTS 2-2 X 10 SYP 1Y'2 U.N.O. � could lead, �major prob la,r Evan minor Prohletm. 4. ALL HEADERS IN WALL5 BEARING CEILING JOISTS 2-2 X 8 5YP #2 U.N.D. O n_—R7"5",Lt Design•I•raditi wTM 5. FLOOR DECKED WITH 23/32"APA RATED 5TURP-I-FLOOR 24"O..C. Copyright SPAN RATING, SEE FASTENER SCHEDULE FOR NAILING. Sheet No. S1 of 4 PROJECT --- - - - - - -- - - - - - -- - ---� - - - - - - - - - - - ------ - � h i i � n L I h u d 0 ' I v _n I 111 O I VIII zv� DATE REVISED 4F-- -- - --- - --- - 4 .q. ____ _ _ _ _ __ _„� H rn L_-__ ___ _ ___ __ .fl •-1 1 ROOF FRAMING FLAN O Gip SCALE: NOTE: 1. ALL RAFTEK5 2 X 55Y1 02 AT 10”D.C,;U.N.O. e0 2. ALL RIDGE 15EAM5,HIP RIDGES AND YALLEYS 2 X 12 5YP#2 1 U.N.O. 3. ROOF DECKED WITH 19/32"APA RATED 40/20 5HEATHING. SEE FASTENER 5CHEDULE FOR NAILING. �2 r^ a i v1 I JOB # TUBE # 0346 0346 "Design Traditions"is the ezelueive trademad,of Damn Traditions, Inc.. By pm,haeing this Ln1'I purchaser agrees not to adopt, use, pud 'T or place on any signage the trademarh or the names j 'Stephen S.Puller",Steve 13.11W, 97tsiguTmditiond' or any derivative thereof,the name of the Plan, or the Collection of which it is a part,without the priorwatten consent ofAuw&m Hem,Gary,Ltd. Any breach of this agreement shall entitle Design Tradisons,Im.a.46 Staph.S.Pull,,imlividually, w4orArnericm Home(3Ld.(th,eellaofthe j Plan)to pursue any and all remedies they may haus,at law or equity,including,without limitation,, injunction relief to prevent or cease such breach. Please Note: Design Traditions assume,no liability for say home constructed from this plan. It is the responsibility, of the purchaser of this plan to perform the following before beginning construction. I.)ContractormcsLw fyALLDIMENSIONSprior to proceeding with construction. 2.) Contractor must verify compliance with ALL LOCAL,BUILDING CODES to the area the home is to be constructed, 3.)Plans indicate loo iious only,engmariug aspects should incorporate actual site condition,. Caution must he ereceised is rushing any changes in .. ibis plan.Only.q.Jifird arahib4 desip ,W b,,ar castmctc-dengineer shouldattempt. umoomcnms,as . even minor changes could lead to real,phlems. ©Copyright Design Tradiitic"TM Sheet No. S2 of 4 PRO IEcr 5.. 24" 5" y #4 C0 #4 AT 14"O.C. 24" -' P.T.SILL WITH I'/2 O X td'W/2'• I P.T. SILL WITH 1/2"4v X ice STUD WALL `. HOOK ANCHOR DOLTS,AT W/ 2"HOOK ANCHOR 1F/•�-'' 6'-O"O.C, LOCALE FIRST BOLT HOLD FINISHED GRADE BOLTS AT RST OX:. P.T.BAND LOCnI'E FIRST BOLT 1/2" PREMOLDEDJOINT 0 12"FROM CORNR --�' pp d �• g,.BELOW FW. FLOOR 12"FROM CORNER- MIL FILLER MIN.2 BOLT5 PEZ PLATE po b I 1 1 2 BOLTS PER PLATE SEE PLAN FOR HOLD FINISHED GRADE I OUTSIDE FACE OF STUD TOP OF GARAGE B"BELOW FIN.FLOOR �I = p 1 S W.W.F. SEE PLAN FIN.GRADE _ 5LA13 ELEV. Is r , 1 1 _ I I 1/2" PKEMOLDED EXPANSION x I !•� FIN.GRADE J 4"CRUSHED STONE BASE I I JOINT FILLER \\ " D I I BRICK R STONE I r ' I 6 MIL POLYETHYLENE I I VENEER I � - W.W.F. SEE PLAN V I FLOOR JOIST-SEE PLAN • I I FLOOR J019T-SEE PIAN o tl 11 1 x VAPOR BARRIER GARAGE SLAB — DRIVEWAY SLAB BRICKOR5TONE T I G L e 1 4"CRUSHED STONE BASE VENEER #4 AT 1,V O.0 COMPACTBACKFILLTO 5"MIN.COVEROVER ___-__ 1 < S5%5TANDARD PROCTOR. g" 4 5RICK OR STONE W.W.F.-SEE PLAN 4" #4 AT 74"O.C. POLYETHYLENE O BRACEWALL5ASREQUIRED VENEER _ MO PDL 5"MIN.COVER OVER -_ I36„ DURING BAGKFILLING. A SLOPE 36, #4 DOWELS AT 11/2 I. 6 • #4 DOWELS AT 0 #4 CONT. c " .• 14"O.O. VAPOR BARRIER R. BRICK OR STONE • 74"O.C. 72• _ Q Q al 72" #4 CONT. 24•, VENEER d e ' x p p x� 6 �i 1/2"PREMOLDED JOINT #4AT14"O.C. #4 AT 12"O.C. #4 AT 74"O.C. l�� 24' 00 D _ FILLER ------ ' O 1/2" PREM04DED JOINT � � 77/2"CLR, DAMPROOFING. (SEE ARCH) -� ' FILLER D W.W.F. -SEE PLAN N ,� � DAMPROOFING. SEE ARCH ••+��r11���� 4 4" PERFORATED PIPE n #4 DONT. #4 nT 12"O.C. 1 p IN#57 STONE FILTER 2 A N #4 AT 12"O.C. #4 DONT. 36' #4 DOWE15 AT L 't •� W/FnBRIC SOCK. W.W.F. SEE PLAN 4"cp PERFORATED PIPE 12 SLOPE TO GRAIN 4"CRUSHED STONE 1 • D IN #57 STONE FILTER < 4 W.W.F. SEE PINI D BASE 3 - #4 CONT. - COMPACT BACKFILL TO 05%STANDARD PROCTOR. W/FABRIC SOCK. _ g•, It 1 xs= x • 5RACE WALLS AS REQUIRED SLOPE TO DRAIN pL • ',• x' 6 MIL.POLYETHYLENE � •� p "� DURING BACKFILLING. 3- #5 CONT. VAPOR BARRIER r+ 3 - #5 CONT. 3- #5 CONT. a p N 6 MIL. POLYETHYLENE 6 MIL.POLYETHYLENE ' •• •• VAPOR BARRIER VAPOR BARRIE'.R i *3 X 18"AT 45"O.C. 2:4" —'- —'- - J DAIS �'EVISED W.CRUSHED STONE BASE U #3 X 24" 4"CRUSHED STONE BA5E. 18"AT 48"O.C. 24" #3X16"AT46"O.C. SECTION 2 SECTION S SECTION SECTION p S—vJ NOT TO SCALE S-3 NOT TO SCALE S^3 NOT TO SCALE 5-3 NOT TO SCALE S P N �Q71 FOR EACH CONTINUOUS O 5" 3"CLF., FOOTING BAR. PROVIDE ONE CORNER BAR OF O TTP. THE SAME SIZF "0^ 1� WALL AND THICKENEDB SLA r H STUD WALL BRICK OR STONE VENEER I P.T SOLE PLATE WITH vz'y.% N1 I p p p 24" HOLD FINISHED GRADE I I 10"WITH 2"HOOK ANCHOR BOLTS LOAD BEARING WALL.WITH 1 , �-P---•- --'"•"'^^-- - - - --- --- - - 5" -- p I I AT 6'-d•O.C. LOCATE FIRST BOLT I B' BELOW FIN. FLOG I I TO 9VS?WITH POWER�R I 12"FROM CORNER MIN. 2 BOLTS p •I O 1 1 PER PLATE „ v ACTUATKDFAOTteWVS AT12"(1eCr .,MIN. 4"COVER TO W.W.F. '^ „SEE PLAN' 1I 3- #5 CANT. BOTTOM OF BRICK OR STONE A I .. I o I v 14'1 X x x #3XW'AT4g"O.G. � 1 N W.F.F.-SEE PLAN 1e -- _b. SEE FOOTING DETAIL SLOPE I I vl I FOR REINFORCING BAR SIZE AND I2 4"CRUSHED STONE BASF- 'j I QUANTITY e TTS FIN.GRADE N 6 MIL.POLYETHYLENE > p on VAPOR BARRIER �— —L> — 2- #4 CONT. 7 c u O I o D # 2 - #5 CONT. lq #3%12"AT 45"O.0 W'CRUSHED STONE BASE /OR MBE # 24" ADJUST DEPTH OF TURNDOWN(1-0 PER 6 MIL.POLYETHYLENE SEE FOOTING DETAIL EXTERIOR SOIL ELEVATION. IF H r 36". VAPOR BARRIER 0346 0346 L15E DETAIL 3/5- -- "Dmign Traditien" is the a><elusive trademark of Dar'gn Tradition, Ina.. 5 SECTION 6 SECTION 7 SECTION plrrchaeer agrees not t�ajopt,va�1 publish or NOT TO SCALE S'3 NOT TO SCALE cJ-J NOT TO SCALE punas on any�get he trajammak or the varnes or my Jer--five thereof,the name oft Plan,or the Collection of which it is a part, without the piorind.cammtofAim rican,Ii.QcEy,LtL Any preach of this agreement Ahern eatit)e Design Tmlktians,Ian,MAA Stephan S.Puller,individually, and/orAmeriean Arne Gallery,Lid.(the w16 of the Plan)to pursue any and a remadt'ee they ,may have,at law or equity,including,without l n"unse, injunction relief to P—mt or cease such breach. Please Note: Design Traditions wearies no halili}y for any home cont me W from this plan. It is the responsibility of the purchaser of this plan to perform the following before beginning construction. 1.)Cantmclm mostvv*ALL DIMENSIONS prior to proceeding with contraction. 2,) Contractor must verify compliance with ALL LOCAL BUILDING CODES in the area the _ home is to be contracted. 3.)Plan indicate locations only,mErm criug aspect, should incorporate actual site condition. Caution trust be exercised in making any changes in thisplan.Dalyaqu Madam i ackJesig fcauju t. or Arachrnl engineer ehooM atierapt molficabors,se even minor changes could lead to major problems. © Copyright Design TmditiousTM Sheet Nn. S3 of 4 STRUCTURAL WOOD FRAMING NOTES PROJECT GENERAL NOTES AND REQUIREMENTS GENERAL STEEL NOTES LINTEL SCHEDULE } 1. All workmanship and materials slhall conform with the National 1. All material and workmanship shall conform to the AISC Opening Size Lintel Comments 1. Coordinate and verify all dimensions and details with the P _ Designs Specification for Wood Construction, published by the Specifications for the design, fabrication, and erection of ' Architectural drawings. National Forest Products Association. structural steel. up to 2' - 0" 3-5" x 3/8" Flat Plate 2. Lumber for beams, headers, joists, and rafters shall be 2. Structural steel, including plates, shall conform to ASTM A36. 5' - 0" L 3.5 x 3.5 x 5/16 2. It is the responsibiltiy of the Builder to ensure complance Southern Pine No- 2, or equal, unless noted otherwise. Structural tubing shall conform to ASTM A500, Grade B- FFF 11) with all local building codes. Structural steel pipes shall conform to ASTM A53, Type S, 6' - 0" L 4 x 3.5 x 5/16 Long Leg Vertical O 3. Glu-lam beams to be industrial appearance grade and have an Grade B. 3. These plans may not comply with some local codes egarding allowable extreme fiber bending) stress of 2400 psi. 7' - 0" HL 5 x 3.5 x 5/16 Long Leg Vertical r the support of masonry on combustible constructiol. Use non- 3. All welds shall be made with E70XX electrodes. All butt welds r " H combustible support where required b code. 4. Laminated veneer lumber beam's shall be Micro-lam beams, 8' - 0" L 5 x 3-5 x 3/8 Lon Le Vertical CVV Tl PP q Y shall be full penetration. Minimum size of fillet welds shall 9 9 `./ manufactured by Trus-Joist MacMillan, or equal. conform to AISC Specifications 4. These plans have not been sealed by a Prof essiorul Engineer. 9' 0" L 6 x 3.5 x 3/8 Long Leg Vertical • �1 rT, Contact a local Professional Engineer or Design Traditions if this 5. Flitch plated beams shall be comprised of two pieces of a w is required. Southern Pine No. 2 of the size Indicated on the plans, and an ASTM A36 steel plate of the thickness shown on the plan, and equal in depth to the actual size of the 2 x member. The beam Notes: 1. Do not attach angles to wood headers. shall 1 5. Contact a Professional Engineer if changes are ne:essory to through bolted with 1/2" diameter bolts in two rows, 2. Angles are designed to support veneer only. these drawings, with respect to size, spans, heigh', materials, staggered 1 11 3. Bear lintel 8" on masonry red at 16" on center, with two bolts at each end. y at each end- O configuration, or loading. 4. Lintels shown are for 4" thick veneer. 6. Provide 1 x 4 diagonal bridging or solid blocking at 8'-0" on FASTENER scNeouLF center, maximum, in all fl000r jousts. Fastener Number or Spacing _ Joist to sill or grinder, toe nail Bid common 3 FOUNDATION NOTES 7. Provide double joists under all mon-load bearing partitions Bridging to joist, toe nal each end ea common 2 porallel to the span of the floor joists. Ledger strip 16d can.. 3 at ..an joist 1. Foundations are designed to bear on residual s(il or engineered r' x 6" subnaer or less to each joist, face noil Bid common 2 compacted fill with an allowable bearing pressure of 3000 psf. 8. Do not cut framing members for plumbing, electrical, or Over 1" x 6" subfloor to Poch joist. face nail 6d common 3 Verify soil capacity at time of excavation. If a esser capacity is mechanical without reinforcing the member to its original 2" Subfloor to joist or girder,blind and face nail 16d common 2 n �+ ]�D discovered, this foundation system is void and must be capacity. sole plate to joist or blocking, face nail 16d common 16 " o.c. D4TG �� re-designed. Top or sole plate to stud, end nailed 16d common SliVI 2 9. Lumber for 2 x 4 and 2 x 6 studs shall be Stud Grade Spruce stun t. sale plate, toe non Bid common 4 ilea for soilhaving 10d common il 2. Basement walls have been asst equivalent Pine Fir, or equal, unless noted otherwise. 24" 9 9 an q Doubled studs, face .oDouble tap plates,face nail 10d common 16" ..c.c. fluid pressure of 45 psf per foot of depth. Top plates,lap and intersections face and led common 2 or 3-10d common 10. Stud Walls supporting two floors, ceiling, and roof loads Continuous header two pieces 16d common 16" o.c. along each edge 3. Compact backfill behind basement walls to a minimum of 907 of shall be 2 x 6 at 16" on center; all other walls to be 2 x 4 ceiling joists to plate,toe nail ed common 3 Standard Proctor Density. Backfill shall be free of organics and at 16" on center, unless otherwise noted. Stud walls up to Continuous header to stud, toe nail p g Bd common 3 8 other deleterious materials. Brace all walls designed as basement 9' - 0" tall to be blocked solid at mid-height. Taller walls to be Ceiling joists, lops over partitions,face nail led common 3 or 4-10d common d walls during backfilling until framing is in place. Do not backfill blocked solid at third points. ceiling 7o1st to parallel rafters,face nail ted common 3 or 4-10d common without bracing Or Other support at the top Of the WOII. Rafter to plate, toe nail Bat common 3 10 11. Balloon frame alltwo-story 1-Inch brace to each stud and plate. face nail Bid common O o w°us: where lateral framing dyes z V� uaa9Slve 1'• x 8" sheathing t° each bearing, face nail Bit common 4. Provide 12" minimum cover over footings, unless local frost not provide mid-Height bracing. two-story walls r,v.o e 2 9 Over 1" x B" sheathing or less to each bearing, Bid common o° depth warrants a greater depth. openings, use vertical steel flitch plates and/or 2 x 6 framing. face nail 3 r��( Built-up f,.r.er studs 16d common 24" c.c. 5. Soils under footings to be at 987. Standard Proctor Density; 12- All headers and beams to be supported by built-up 2 x 's or Built-up girders and beams.of 3 members god common 32" o.c at top and soils under slabs to be at 95% Standard Proctor Density. columns as shown on the plans. Support to be continuous to bottom and staggered ' foundation or other support bellow. 2 Bad. cad each splice. 6. All construction on fill soils shall be reviewed by a registered Geotechnical Engineer. 13, Bearing type connections may be toe nailed. All other connections structural members to be maded Using metol joist hangers. Fastener Number or Spacing r op - - - •,, - 2^Inch Planks 16d common each bearing 14, All kn1'e Wall construCtion tt! be dlagonolly braced at, 4' -' fl" on Studs to sale plot..pro ngir' led common 2 east, end •,°a WIND BRACING center, maximum. „ . .. .. .. DPlywood one Particleboard Subflooring 15. All lumber in contact with masonry or concrete to be pressure z" Bid common,annul.r or 6" edges and T►� All corners of exterior walls shall be braced by one of the following treated. Provide pressure treated lumber at all other locations spiral thread 10" o.c. intermediate v methods= shown on the plans. 5/5" ,3/4" Bit common or 6d annular 6" o.c edges and or spirol thread 10" o.c. intermediate r()\ lad common or 6" U o.c edges and - 5/8" exterior plywood, blocked at all edges, full height of 16. Pre-engineered wood trusses shallbe designed by a Professional ed annular or spiralthread 6" ..c.intermediate wall, minimum 4'-0" wide Engineer and manufactured by a TPI member. 1/2" 16 go.galvanized wire staples. 4" ... edges and 3/8 " minimum crown 7" o.c. intermediate - 5/8" exterior gypsum sheathing, blocked at all edges, full 17. The truss manufacturer shall pr(ovide installation details for all 5/e' 1-5/8" length 2 1/2" o.c edges and H l� height of wall, minimum 4'-0" wide trusses, showing temporary and permanent bracing and bridging 4" o.c. intermediate locations. Plywood and Particleboard Roof & Wall L - 1 x 4 diagonal let-in bracing, full height of wall, installed at sheathing JOB # TUB.[:" # a 45 degree angle, connected to the top plate and 1/2" or less 6d comma. e" o.c edges and 12" o c. intermediate bottom plates GENERAL CONCRETE NOTES 5/8" or greater Bid common 12 o.. edges and 0346 0346 Bracingto be nailed in accordance with the Fastener Schedule. 4" ,c intermediate 1. All material and workmanship shall conform to ACI 318. All 5/16" - 1/2" 16 go. galvanized wire ,males, 4•' o.. edges and detailing fabrication, accessories, and placement of reinforcing 3/8" min. crown. Length or 1" plus 8•' o.c-intermediate shollconform to the ACIManualof Standard Practice for plywood or particleboard thickness "DDeignTzadttions"is the archueetradeanarlxof for Detailing Reinforced Concrete Structures. 5/8" - 3/4' g nTraditons, Inc.. Bypura sing t 2" o.c edges and g ha tnly plan DESIGN LOADS 6" o.c.intermediate purchaser agrees not to adopt, use, publish or 2. Concrete shall be normal weight gray concrete and 1/2" Fiberboard Sheathing- 2" Galvanized roofing nal 3" o.c edges place our any signage the tmdmarlr or the names develop a 6d common wall 6" at other bearings "Stepber,S.Fullerl' Store B,llca"MeeignTuddaome minimum compressive strenght of 3000 psi at 28 days. or my derivative thereof,the name of the Plan,or Roof Loads: 25/32" Fiberboard Sheathing, 1-3/4" Galvanized roofing nail 3" o.c edges the Collection of which it is a part, without the 3. Reinforcing bars shall be deformed bars conforming to ASTM Bd a.mm.n nail '• . at other bearings prior written consentofAmericanRomeooday Ind. Live Load = 20 psf A615: Grade 40 for e3 bars 1/2" Gypsum sheathing 12 gage t-v6 .c. 4" 4" o.. edges An hreaeh of thiea Dead Load = 10 psf Grade 60 for a4 and larger bars. Large Head Corrosion-Resistive e" o.c. at other bearings Y -9-t JA entitle Design Traditioue,I.aml/m Stsph®S.Puller,individually and/arAmericmHmne Ltrl.06fallecafthe Attic Loads 4. Lap all reinforcing bars 30 bar )diameters, minimum. Provide Plan) topumucanyand remedies they may one corner bar, la ed 30 diamleters each wayfor each Particleboard Siding law 3/8•' - 1/2" Bd2 � � pp Y' equity,illudwg,without)mitatiom, Live Load 30 psf (storage areas) piece of continuous reinforcing. 5/B•'3 Bd2 injunction relief to prevent or cases such breach. 20 psf (limited storage) 3/4"4 Bid - - 10 psf (no storage) 5. Welded wire fabric reinforcing s;holl conform to ASTM A185. -- 7�7 Dead Load = 7 psf t Siding applies to rive-eights (5/8) inch net wood sheathing or one-half (1/2) Please Note• 6. Lap welded wire fabric 6" minimum at all splices. plywood or one-half (1/2) particleboard sheathing. Design Main and Upper Level Floor Loads (includin( Exterior Decks); 2. Corrosion resistant nails spaced 6-inches on center at edge and 8-inches on center conatruaW from Traditional this plcaucuseanot to the forarrybame of intermediate supports. Nails shollhove a minimum edge distance or 3/8-inch, of the r of this It to peromihthe 7. Where pipe passes through a foundation wall, drop the wall of the purahasec of this plan to perform the 3. Siding applied di 'studs spaced 16-inches on censer maximum. beginning Live Load = 30 )sf (sleeping rooms) footing to pass below the pipe (refer to stepped footing detail). 4. siding applied directly to studs spaced 24-inches on center maximum. following befoxe beginning aonchvatioa. 40 isf (all toher rooms) Provide 1" thick compressible material around pipe. 5. Use annular or spiralthread nails for combination subfloor-underlayment. l.)Cmrtmtor nuukve4AlJ.DllENSIONS pmx Dead Load = 10 sf S. Allconstruction joints shollbe rough-surface and cleaned Fiberboard sheathing may be stapled using 16 gage galvanized staples 1-1/8" to proceed ngw with construction. long for 1/2" sheathing and 1-1/2" long for 25/32" sheathing. staples to have 2.)Contractor must verify compliance with ALL Wind Load before the next pour. No horizontal construction joints are permitted in walls or slabs. minimum crown of 7/16" and spaced 3" o.c. at edges and 6" o-c. at other bearings LOCAL BUILDING CODES in the area the home is to he constructed. Standard Building code Sector 1606 for 80 mph 3) Plans in"loc1ho„sonly,engmemingaapeat, wind. 9 Use sawn or formed control joints in all slabs. Locate joints Showa incorporate act„alsit,courlbom. so that the maximum area bounded within the joints is 600 Cautionmuetbee�msed;n,,a6i„ganyaLa„gw n square feet, and the ratio of the sides is no more than 2:1. d�splan.Ohlyapush W, andrlmct,designeymabaabor vls,ae 10. Anchor bolts for sill pas struetnral ar4raer should attempt madifinntla late attachment to conform to ASTM een mirror'sponges could lead to major prablem0. A307 Q Copyright Design Tia hliomTM Sheet No. S4 of 4