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Home My WebLink About27305-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28600 Date: 07/16/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 110 EAST SIDE AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 3 Lot 21.2 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 17, 1999 pursuant to which Building Permit No. 27305-Z dated MAY 11, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT AND SIDE PORCHES, REAR DECK AND SECOND STORY BALCONY AS APPLIED FOR. The certificate is issued to MARGUERITE KITZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-96-0068 08/19/00 ELECTRICAL CERTIFICATE NO. N 508184 12/01/99 PLUMBERS CERTIFICATION DATED 02/07/02 KNOERNSCHILD uth rized dignature 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-29322 Date: 03/19/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 110 EAST SIDE AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 3 Lot 21.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 17, 1999 pursuant to which Building Permit No_ 27305-Z dated MAY 11, 2001 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 THREE CAR GARAGE WITH ATTIC STORAGE AS APPLIED FOR. The certificate is issued to MARGUERITE KITZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 73004C 03/05/03 PLUMBERS CERTIFICATION DATED N/A thq izedXignature 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. 27305 Z Date MAY 11 , 2001 Permission is hereby granted to : MARGUERITE KITZ 110 EAST SIDE AVENUE MATTITUCK,NY 11952 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AND A DETACHED ACCESSORY 3 CAR GARAGE WITH ATTIC STORAGE IN REAR YARD AS APPLIED FOR (REPLACES BP#25591Z at premises located at 110 EAST SIDE AVE MATTITUCK County Tax Map No. 473889 Section 099 Block 0003 Lot No. 021 . 002 pursuant to application dated FEBRUARY 17, 1999 and approved by the Building Inspector. Fee $ 1, 337 . 40 Authorized Signature COPY Rev. 2/19/98 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. 25591 Z Date MARCH 9, 1999 Permission is hereby granted to: MARGUERITE BYRNES KITZ 110 RANDALL ROAD SHOREHAM,NY 11786 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AND A DETACHED ACCESSORY 3 CAR GARAGE WITH ATTIC STORAGE IN THE APPROVED REAR YARD AS APPLIED FOR. at premises located at 110 EAST SIDE AVE MATTITUCK County Tax Map No. 473889 Section 099 Block 0003 Lot No. 021 . 002 pursuant to application dated FEBRUARY 17, 1999 and approved by the Building Inspector. Fee $ 1, 337 . 40 Authorized Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT MM 19 TOWN HALL 765-1802 L- _ _J APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 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 1. Certificate of Occupancy-New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. I.J)0/03 New Construction: Old or Pre-existing Building: (check one) Location of Property: 110 Lf Sr 51�= aVF, rfif}T] /TWk &Y House No. Street Hamlet n' Owner or Owners of Property: � hWF S t- fVJt/�QJ /<j+7_ Suffolk County Tax Map No 1000, Section R9 Block ��p3 Lot 2-� '7-- Subdivision ©f_EGok_l E1!A zS Filed Map. C 6 32— Lot # Permit No. 2,73ps Date of Permit. // p Applicant:�_V&RjtF_ 1V+-2_Health Dept. Approval: %— Underwriters Approval: Ce>N' ?//?too — — Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 2-5ao G Applicant Signhttde Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 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: 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy- $0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. I Z� New Construction: Old or Pre-existing Building: (check one) Location of Property: I/O ERsr. 110&1E MOT-7Jir(lC� House No. Street Hamlet Owner or Owners of Property: NWES cr M Aeq Ua 6+r, ►S//,4 Suffolk County Tax Map No 1000, Section g� Block 3 Lot 21 2 Subdivision 0/J lei (;{77-,S Filed Map. 5Z Lot: # T Permit No. 25z Date of Permit( n1Ew�a/ V i Applicant: P" 305 2) 8/19�Z�o Health Dept. pproval: gQ- 26 oCJ6Rj Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: j�(chh'e�ck one) Fee Submitted: $ 'I�•0O ��' Applicant Si 91aur t Electrical Inspection Certificate r,•. Issue Date Electrical Inspection Service, Inc. Application _ 3/5/2003 375 Dunton Avenue 73004C •, East Patchogue, New York 11772 ,y (631)286.6642 Issued To: Kitz Street: 110 East Side Ave Village: Mattituck Zip: 11952 Town: Southold Section: Block: Lot: Contractor: Raymond Electrical Contracting (L) Lic. # 5141-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects !❑ Pool Xx 1st Floor 'L—X1 Indoor ❑ Basement ❑ Hot Tub u❑ Residential Det.Garage El Attic [X-12ndFloor :1 Outdoor X Addition ❑ Survey �. Switches Receptacles Fixtures GF/ Heaters A/C Fans 11 16 9 4 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves •yxyy f• h -- Furnace on Gas Circulators Smoke Detector Bell Transformer w N .r a«;%`.I` Meter Amps Phase UG/OH Jacuzzi Television CO Detector .,••;.� Bldg. Permit Other Equipment 1-12 CIRCUIT SUB PANEL Hugo S. Surdi President Rough Inspection: 03/04/2003 Inspector: Ed Scavelli �. Final Inspection: 03104/2003 Inspector: Ed Scavelli i' This certificate must not be altered in any manner. Inspectors may be identified by their credentials. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE ' 1000060 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date DECEMBER 01,1999 Application No. on file 18227499/99 N 508184 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of CHARLES KITZ, 110 E/S E. SIDE AVE. /N/U HARBOR--, VIEW AVE. /POLE 42, MATTITUCK, NY in the following location• Ej Basement M 1st Fl. El 2nd 2nd Fl. Section Block Lot NOVEL R 24,1999 was examined on and found to be in compliance with the National Electrical Code., FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER AMT. K.W. AMT. I K.W. AMT. I K.W. AMT. K.W. 76 61 77 76 1 1.2) 4 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECPT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS 2 F 3 - 5 600 SERVICE DISCONNECT NO.OF S E R V I C E METER AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W NO.OF CC COND. A.W.G. NO.OF HI-LEG A.W.G. NO.OF NEUTRALS A.W.G. PER 0 OF CC. G. OF HI-LEG OF NEUTRAL 1 200 CB 1 X 1 3/0 1 ?.'0 OTHER APPARATUS: WELL PUMP F--1 WHIRL POOL BATH-1 PADDLE FANS F--5 PANELBOARDS:1-24 CIR. 60 G.F.C.I:-12 SMOKE DETECTOR:--6 L L FRED BARSCH INC LIC.#2.555-E GENERAL MANAGER 216A N. COUNTRY RD WADING RIVER, NY, 11792 Per This certificate must not be altered In any manner; return to the office of the Board if incorrect. Inspectors may be icMtlfied by their credentials. COPY FOPF BUILDING DEPARTMENT. NOT BE ALTERED IN ANY MANNER. o��gUFFO(,��o Co Co Town Hall,53095 Main Road T Fax(631)765-1823 P.O.Box 1179 �r `� Telephone(631)765.1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 21 7 ) O d Building Permit No. (2 Owner: C%JUGA % -Z- (please (please print) Plumber: dn/j 1.L / 9 M &" G G/1 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this da of /� 20 J2- wary Q 1� JI)HM' fiAE00P RM Now" No.01 KI 12385 ouaw in suflok f C&WMW7n E**IMS 81. Notary Public,w' ` County BUILDING PERMIT REVIEW ,HEC LIST Applicant/ Date Owners Name: (RN�S N1A+iGdF�lrb Reviewed: � -8- i 9 Architect/ Date Engineer: RV-#AKS S Rlfh Submitted: 17-9 SCTM#: District: 1 000 Section: 1 Block: 3 Lot: 21. 2 Project { ] Subdivision,{ [ Location: 110 t/�57 rx VC �)1yotro� Name: CJJ1 ^C�✓ rTe1L-NT5 00*4 Sloe Ur"o Single&separa Requ' certification: (Yes o) ) � � � Req. Req. � r Zoning District: 1 t - y [Lot size: -Actual: t , fR- ] [Lot coverage _Proposed:_] Req. Req. j Req. [Front Yard 5 Proposed: ] [Side Yard / Proposed: 1 [Rear Yard Proposed: ] Project Description: Llixo D;,elliw: AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A.. NO YFSS Number Suffolk County Health Dept. — Y00,K JO-96- 0o) New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes: R6sioEWc� - �HSF.�'tEn,r 6}gCA /y77 SF• .80iI..Dru FermiT 58CONa FLOOR /logB S.F. 60 OalrroHh� A�E/� bWQ , �L_ � X . 2o - A t7 Rer m tT 35, GHI�ACofi �tTl01�Rt- 674' r RSr Ftvr` q172 s 51-oRfte 3G S.F. ofi � , 3�7r�° j 3V so M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 7 - DATE �� INSPECTOR Ifs-1802 BUILDING DEPT. INSPECTION [ ] FO,JNDATION i ST [ ] ROUGH PL. [ ;-- /FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 3 INSPECTOR M-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE A CHIMNEY REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ L4 ROUGH PLBG. [ ] FO�INDATION 2ND [ ] INSULATION F/RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � •-< �r�r -� JF DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY p REMARKS: DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: �/..�✓ moi �1�.� ., DATE J o� �� INSPECTOR /^� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: C!a C74 2 w DATE f 1-- INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON r [ ] FRAMING [ FIN L [ ] FIREPLACE & CHIMNEY REMARKS DATE INSPECTOR 1 � QYELD INSPECTION REPORT DATE COMMENTS =aazasxxx==sasaaxaxxsxsas�xxxxxaxal sas=xcx=sa=xs=a=aa sa ssa==rasa=saaaaa=====c=ssssasxsax � !(�� n FOUNDATION ( 1ST) I r � TOUNDATION (2ND) II II � ✓ -------- ----------------- ------- Ze II " " o � :LOUGH FRAME & PLUMBING I 1, II ` II jj � y '*•� II —11 INSULATION PER N. Y. " I H STATE ENERGY ~ CODE a �� II � ) .� ol.Zst aLVY• FINAL II =aaa=a=a=sssa==axaaa=x=ss�ass=ssss _ — — _ a xx:ezE�l� esas�/�e -s, e s 1CT / 1} ADDITIONAL COMMENTS: L�da9i i , ,.A:i cc_ oloe— r� O� z� O Mct/ v a r ; H � BOARD OF;HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3;SETS OF ,PLANS TOWN OF SOUTHOLD SURVEY ;:'s : .. .: . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK. . .: . . . .. . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: SIC K a: pp CALL . .7 LN'2ff 5 -L Examined....sl Z ......, 19.J.qq JgS�9I� MAIL TO: . . . . . . . . . . . . . . . . . . . Approved........?) .�.... 19.9!q Permit No. ............. ............................... Disapproved a/c .................................. .................................... l`.. (Building Inspector) PLICATION FOR BUILDING PERMIT ��Q ..DateT�4?'. �/. . . . . . . 19.9. /. ^�� INSTRUCTIONS T N a. is application Bust be completely filled in by typewriter or in ink and submitted to the Building Inspector with sets of plans, accurate plot plan to scale. Fee according to schedule. ' b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public .treets or areas, and giving a detailed description of layout of.property must be drawn on the diagram which is part of his application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such iermit 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. APPLICATI(N IS HERBY MAIL+ to the Building Department for the issuance of a Bmilding'Pehmit pursuant to the kiilding Zone Ordinance of the Tam of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or regulations, for the construction of buildings, additions or alterations, or for reaval''or demolition, as herein lescribed. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and -egulations, and to admit authorized inspectors on premises and in bum ding for necessary nspections. ............. 04r, �"6 '•W/�� . (Signature of appli or mime, f a co anion) v .. (Mailing address of applicant) State whether applicant is wilier, lessee, agent, architect, engireer,'general contractor, electrician, plumber or builder. Jerre of owner of premises ........1 M.PA�?VZ.9itF,...VY9Pf-: ... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. .................. .....:.......................... (Nate and title of corporate officer) Builders License No. !��...... Plumbers License No. ...................CC...... Electricians License No. Other Trade's License No. .................... I. Location of land on which proposed work will be done.............................................................. ......��sT..... 10 ../-}1! ?� ............t!�Pr7Tlck...... Ilo use [umber Streethamlet Canty Tac Map No. 1000 . Section ......Q Q l.1...... Block .....Z........ Lot ...7.Lk: 2- 09Z G` Subdivision .................... ..� �?...P.C.I0.t4.T�.... Filed Map.ND:&.. Lot.....: ....... (Name) 2. State existing use and occupancy of premises andel intended use/and occupancy of proposed construction: a. Existing use and occupancy .........Y.C:.`irT.':...J<. 11.. .........:............................... b. Intended use and occupancy .....................I ...:................. N-hture of work (dheck which applicable):' New building ..X.... Addition .......... Alteration .......... , Repair ............ Removal ............. Demolition ............ Other Work .................................. II ' (Description) Estimated Cost%.mS-6Q0�D_ .T�© fee .............................................. .... (to be paid on filing this application) If duelling, number of dwelling units ............ Nnber of dwelling units on each floor ................ Ifgarage, number of cars ...................................... If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Ileigiht ......................... Number of Stories .....................,. Dimensions of same structure will% alterations or additions: Front ............... Rear ............... Depth .................... lleig)ht .................... Nnber of Stories ...... ri / w r Dimensions of entire new construction: Front ... !:.`P..... Rear ...VO b.... Depth ...3 0 lleight .......? 'r .^ ,.` W............ Nnber of Stories .... f.-..-{ ��... .. y1 ,•oo. Size of lot: Front .....�:.'✓.2.......... Rear .....��..�J..:7S. Depth ....^.`. .....ht..,d, n �, 1. Ikhte of Purchase (}P1,T:,12 IftHam of Former Owner F WfF.P-0..*.J d1�S...Ivl7L&VTI w I. Zane or use district in which premises are situated ................................n�............................... Does proposed construction vindlat'e any zoning law, ordinance or regulation: ......L�t.Q............ 1. Will lot be regraded ........ .. Will excess fill be removed from premises: YES N11STb� Nems of Owner of pQr'e�sils-esap.AL.m..(n p�puiJ'!�£..rI .ZAcSdresa ..��.�Qr l9Q{W. ��:�J,.��FIiere No./R��:3f?.�.. Nam of Architect t)!:7'}!7^Y. 5:+.�-'.r-. -_//I T..Address .P.Q!.$Ak I W.®.�F:+`1 !�P hone No.(AY, ZIR�� Nome of.Contractor .Q N .S?.ip(.�fgP,ln,:C&JpeAddress .J1.9g&.4 .. Q.:S one No. & !: v. 7. i. Is this property within 300 feet of a tidal wetland? * YES .......... ND ..X.... *IF YES, SOLMUD MM MMMMS PERMIT HAY RE MINE-M. PIAT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions rrm property lines. Give street and block rudher or deacriptiog according td deed. and slim street names and indicate .nether interiorOt' - ah rn RY ODoeMCaa —J 2�' Z CO _ EAST' SIDE HVE 1'A'll, (F N3d wx, 1 NUE SS UlNlY (F ....................... .........................................................being duly sworn, deposes and says that he is the applk mit Nam of individual signing contract) Ixroe nursed, isthe .............................1-................................................................... (Contractor, agent, corporate officer, etc.) ,f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this ygnlicatieh; that all statements contained in this application are true to the 1>,est of his knowledge and belief; and hat the work will be performed in the manner set forth in the application filed therewith. k.X)M to Ihef h ne this /Q........day ofjvON .1M/.... Notary Public ........ .. ......... ` RICHT (Signatu ofApplicant')Natery PubWNo.4891iwp¢anission Ex LOT AREA 87, 373 SO - FT FSao D� LOT NUMBER 4 UwC,' (vjv" NOTE Huv�E FR-04Ts 014 v HNRyoRVlGv-1 AVE (qts S. 27° 40' S0"E . 225.75 " , I g� y, A G1 p O S S PRnP t11T� + J y 4R 1 i. pQ( G03 Oiw ��,�l , � L ul.$) 5) QCY.o) C7l c) U 1. w =S �t c - m Jrock ay / iX � o+ rock E q Sr N. 1j°�2 SO W, ('70 � Av 118 j4 R'8o7 P tVE ELEWOMI)AS room �IcwL EN 1J i S _ CMP FIVE EA5TRM1M 'iCWr 5 E rick oCk s. SHEET' 55-363 i 1 wF4s 1-4f JUL to 196 r BET :HE OFFSET:. KA O,MENS,. NS3 ',�.�k..,�te> ,.�4n,�o r ��. JOB NO. 96 - 223 FILE NO. OREGON -HEIGHT'S HOW' +ERFoN Dom SHE BHAu ,m w+i> iiv l4r lfi7t9CN pF-9 Ff a ^cuc FYV 'R `dE q3 ME✓ i8 NR@ rAWr sFrru." X, SURVEYED FOR MARGUERITE BY RN ES LOT NUMBER 2 THF MAP OF OREGON HEIGHTS .$ RSFo.,eNSITU T1tb AT MAT 7 I TUCK w 1, c wm ry eeriON 12o o< <,,n,� ..ms souvFY Hes vo= TOWN OF S O U T H O L D SUFFOLK COUNTY TN Y ;MpKCTK.N BEARING rrF ;AN[, SUvvErOR�s . s dIDWWPN n€ SCALE 1" = 60' DATE 7 15 - 1 996 GUARANTEED ONLY F YF=;: FILED MAP NO. 8532 DATE 5 - 27 - 1999 {a TAX MAP NO. 1000-99-11-21.2 rel.onlydisk tS4 ' 0 '* HAROLD F. TRANCNON It. P.C. tT LAND SURVEYOR SUCCESSOR TO WILLIAM G. MEIER r O " NORTH COUNTRY ROAD - WADING RIVER NEW YORK 11792 LD F. NCHON LIC. NO. 048992 (516) 929-4695 PENN NAO TWARCHON it. . LIC. NO. 21115-E AREA 87,373 50 - FT, 96' 311 99-199 LOT NUMBERMAY set . sat 5. 27° 40' S0"E . stk 225.75 ' set stk 110.00stk 0 w o v En m mLA Ln P M 55.3' 0 N r. N Q O a mtai' ir La 1"OWO�Z.ON . _ set 5.0' a set v Q z o W o stk stk c CD > Z o W OJ F{— 675' —1 > Li O 0 rock N ? 1 2 3 / O rock ° stk H Eq ST S` 1 ' SO1.w sit N DE � AVE 1j8.>q - R,Bp> 1 _ fd. I NUS s t . ,tq.g8 stk � rock 5 -7-14 FOUNDATION AND WELL LOCATED F9�NDFrt1oN �OL�lOt1 z - ,I- 9� v, El, Ec OK S-6-9`1 JR- 10-29-19M SET STAKES NE OFFSETS (N ' IMENSION9) GUAknNTEES INDICATRD 461640E. JOB NO. 96 - 223 FILE NO. OREGON HEIGHTS ,HOWN HEREON FROM THE BN:>LL RUN ONLY TO THE PERSON 'ITRUCTUREE TO THE PROPERTY PIA WHOM TTIE SOWVEY IS MIF SURVEYED FOR IIIGE AVE FOR A ETRCLFIC FUR- P1461, AND ON H% B', AV TO .016 MW USE AND THERW,AE T":: TRTE (OV ftJY, OOK WNIMN M& NOT IWWs M TO GOMI r.e TLS_ .,,_;rales nw<.. �wDIAG INs - LOT NUMBER 2 '.HBCFIOFI Of FBNCPS, RETAINti'VS 1.. :,(e! 115T'.A HflR CN' AND TO AM , -OOLS, PA.VOS, P 'WflCfG M1T' X, 4'1 11r Tl$ iv DIW ♦REAR, AUDITION TO SUMI)VAS — nurlora. Cl•.r,;PANT !:S APE MAP OF OREGON HEIGHTS G ";R 1N1 C:'(`:ER Ws:SrRUCPOn. * r2A+sr�.:::;5i% AJ nDDfTTONIV I: •-r�TunoNE aW suaaecuENT SITUATED AT M AT T I TU CK -,mm O To T A47SRA91DN OR OM:2R6. <�kOLATYH 10 7W SNRJEY IS f. i E Nv" of S7KT10N KA rm ccrxes OF Tera SNRy 3 MAP Nl$ TOWN OF $O U 7 H O L D , SUFFOLK COUNTY ,N X HE NEN YOIRC 9MTE iDUFA7gY Be'.,1;uS TME LAND SURVEYUAL AW. SEAL oR eMOfm w SCALE 1" — 60' DATE 7 — 15 — 1 596 ` <>r""'�� SP coNseFRED Toa —' Ursa i GUARANTEED -;ti,*' o FILED MAP NO. 6532 DATE 5 - 27 - 19$6 TAX MAP NO. 1000-99-3-21.2 rcf.wdydl $k 1.54 r HAROLD F. TRANCHON It. P.C. LAND SURVEYOR v L= ' SUCCESSOR TO WILLIAM G. MEIER Q , NORTH COUNTRY ROAD - WADING RIVER �C.AN- NEW YORK 11792 NAM F. TRAMCHaH lit. N.Y. LIC. NO. 048992 1516) 929.4695 PENN. LIC. NO. 21115-E , sre SGT FT 96- 317 - 99-186 99-583 LOT NUMBER 4 set set set S . 27° 40' 5011E . stk 225.75' set stk 4 a Q Q JT 4 " O '40 'o4lo pp well4d' Q ( q _ .t r f , • 1 .\ \ p iil ISLAND W+� 4 Tj ` ^ 1 DE K\ l LARGE ROC{(, 1 M 1 1 c d1 t!f 4 g f set 5.0' — 2 ��v � : 1i,4 m C pset 2 Stk COVERED a N' tcINFRcn` stk PORCH 7 i PORE Z u C5 O �`-- 67.5' > 111 ( 0 J � O f" CD OO QI Co ___N ROCK 2� h� to ORIVEMAY Zl 273 8 Z f rock Q Stk N. 77< Sr et SJ SO,.w s 7 j8.>q 8,8Lld. 07 r ENU� 7SL ' 174.48 tk - rock 3P FINAL SURVEY NOTE: CESSPOOL AND SEPTIC TANK LOCATIONS 1944 FOUNDATION$ AND WELL LOCATED BY OTHEI?-. u_-4„ . I, _1 1998 SET STAKES G,Q-...... JOB NO. 96 - 223 FILE NO. OREGON HEIGHTS RUN 00 THE RON THE PROPERTY FOR`'WHOM THEY TO TI-d SURVEY IS RPRE SURVEYED FOR A SPECIFIC VUR- PAREDAND ON HIS BEHALF 11 AND THEREFORE THE TITLE COMPANY, GOVERNMEP *D TO Gn UIDE * T& ACErr`Y AND LENDING N� LOT NUMBER 2 {LACES, REAfNING TUTION LISTED HEREON, ANF• PATIOS PLANTING THE ASSIGNEES OF SNE LEND N TO sunDlNGs INsnTunoN GUARANTEES , MAP OF OREGON HEIGHTS lSilPUA1GN, NOT TR++NSEE2lBLE TO ADDITON, INsnrunoNs OR suasewE� SITUATED AT M AT T I TU CK ALTERATION OR OWNERS. IS KM rJ s ^OCTC+ THIS SURVEY MAP NOI TOWN OF S O U T H O L D , SUFFOLK COU N t Y N Y IFAM X)VA OF BBEEARING THE LANK SURVEYOR'S ' nA7E E�UCATICE'1 INKED SEAL OR EMBOSSED SEA: NOT BE CONVOERM �0 °` SCALE 1 = 60' DATE 7 — 15 — 1 996 D(ON {4 yFILED MAP NO. 8532 DATE S - 27 - 1988 f TRAIVO TAX MAP NO. 1000-99-3-21.2 ref.onlydisk 154 . 0y HAROLD F. TRANCHON 1R. P,C. a 12i rt LAND SURVEYOR x j SUCCESSOR TO WILLIAM G. MEIER Al NORTH COUNTRY ROAD - WADING RIVER NEW YORK 11792 NCHO PO AND LIC. NO. 048992 (516) 929-4695 ENN. LIC. NO. 21115-E DO NOT PROCEED WITH FRAMING UNTIL SURVEY APPROVED AS NOTED OF FOUNDATION LOCATION DANE -9.99 B.P x S 17— o D I ' a n HAS BEEN APPROVED. FEE ` 3 3 7 qo BY. J. Ric u rr� ¢�6ayJ "- z NOTIFY 81802 91LAM TO 4ING PARTPM MENT AT FOR THE rs�Od6f FOLLOWING INSPECTIONS: D 1. FOUNDATION - TWO REQUIRED T-DIT-D) D PROVIDE SMOKE-DETECTING FOR POURED CONCRETE T P AIARM DEVICES I ROUGH - FRAMING & PLUMBING 8. INSULATION JK H ll� j AS TO PART.721.); 4. FINAL - CONSTRUCTION MUST SHDT�� NC7 N.Y.S BUILDING CODG L CONSTLETE RUCTION SH ALL CONSTRUCTION SHALL MEET — ^ THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR V PROVIDE OPENINGS FOR DESIGN OR CONSTRUCTION ERRORS N \\\\V/)/ EMERGENCY ESCAPE AS REQUIRED BY PART. 7110E OCCUPANCY OR 6MATTHTUCTJI' N.Y. STATE BUILDING CODE. � USE IS UNLAWFUL !' RLL fIRLPLACL Ani.- WITHOUT CERTIFICATE zea MRSDUE4Y GNI MNt;'( OF OCCUPANCY z CoNSTFWLTIDN 5NALL 4� 4 Vill UNDERWRITERS CERTIFICATE I'�I Dy10LY QvV0 NEPA 211 w REQUIRED ,,^ Mri T.G. FLUES PLUMBER CERTIFICATION n M®� CEIMENT CAP PROVIDE ANTI-SCALD AND/OR ON LEAD CONTENT BEFORE BRICKCHIMNEY GONT.THROUGH FLASHING CNIMNEY PROVIDE THERMAL SHOCK PREVENTING CERTIFICATE OF OCCUPANCY @ ROOF/CHIMNEY INTERSECTION 30 YR, ARCHITECTURAL GRADE DEVICES AS TO PART, "2.6(K) SOLDER USED IN VIA TER 0 ROOF SHINGLES N.Y. STATE BUILDING CODE. `;UPPLY SYSTEM CANNOT 16=3 CONT. RIDGE VENT e FLASH AT ALL BREAKS EXCEED 2/70 Of 1%LEAD. .74 RIDGE VENT PROVIDE ROOF CRICKET AS REST D. NCopper tubing is used Ill z for waterdistribut;tg PLUMBING 7cv L _ FANCY CUT CEDAR SHINGLES P GABLE ENDS system; piping shall be ALL PLUMBING WASTE &WATER LINES NEED Of types K or L only TESTING BEFORE COVERING p� RAKE FASCIA NOTES: cl RIDGE VENT I F7,' , ��. RIDGE. VENT - I11X8" RAKE FASCIA -`'', _;-, I - L, 1 '} - J I` ,I ,I C - t Xa TRIM EiOARD W/ 2 V4 SOLID GROWN y' � [� MLD'G. CAP- FLAW A9 REO'D, Cl RIDGE VENT 2 I/4" SOLID GROWN RAKE CAP R 8" GABLE OVERHANG PLYWOOD SOFFITS r c u i FASCIA NOTES: I� I'IXb° RAKE FRIEZE ' r , tl i i �Ifl 111 l r I�I�I II ' II�� "i ! UI'Ai 1I+�L 111u Il 1 I II'Llt„ , U. 4 u T' tt1 4 u u 1 u41 S V LU INUM GUTTERS AND LEADERS 1 5/8 SOLID CROWN RAKE FRIEZE CAP 4 141ll l 43 CiIL4 ! 11 14 I I R� 11 � ! �7� 1 L �' V -1 1 I'XB' FASCIA •--I II,": LI 'll ' L It l l�. IL7L�1i1'' 1 Nl Ir1Y' 1 4 u-rJ 1 6 OVERHANG �IF:I1�il fµ 1)� itll� 3!B" PLYWOOD SOFFITS `"t illilIu�' 'I I IiIfiIII��1,4;I,I I�il t1�I;_�i rt',11IIY1iLit4I l I TI iIl�III aL1��II � I �L I II __ jI 1!I I4�' 'I '�,hp�II,LIIJr'!1!Ir'Iu:J� 2" CONTINUOUS SOFFIT VENTS G 11�Y+I>iJuFULL FRIEZE BOARDS 5 5/4"X6" CORNER BOARDS 'IJ' 1 X14 4114 1 I f 4 jl u11I1`_Ij1 � I I!u r� �� 4 411 I I " .n,� '_ I� u � !a �. , �, i y` �h �l`4�IN'y'�� ILII tl1 _I I ,, 4 pI4 }cul-�, a 1�4�u'��I14•Illtl�t 1,4•p � l tl 1 - , J _ UPPER PORCH RAIL — 6"X6" POS11 TS BOXED OUT TO 10'1X10" L I1 ruIr`,�I11 JI11"QIIt i�I, W/ 5/4 PINE CAP Gl 1,41 ,a�� Li�ltll 3411 HIGH SAILING i' 5/4" BALUUSTERS AT 6" O.G. V: f SIR 1 �ll1 rL ll 4411' ii FLAIR BOTTOM 3 COARSES OF SIDING- , ! 1 11111 ul! p Y I SEE DETAIL - SECTION SWEET SECOND FLOOR LINE u u iL l N Uf !1111 111114 III 'I , - LL aL R R, RT R. RT R PORCH NOTES:LE W w FR © 6"X6" POSTTS BOXED OUT WITH 5/4" PINE U FR — TO 8"X8' W/ 10'X10" BASE AND CAP 11 11 34" HIGH RAILING L R I D I N p I_..I �_.l TOP AND BOTTOM PORCH RAIL 6 -J ^ w 5/4" BALUSTERS AT 6" O.G, l—I l x 10° SKIRT BOARD 15/8" SQUARE PATTERN CEDAR LATTICE N PANELS AS SHOWN WINS w FIRST FLOOR LINE _ ---- — W } Q GRADE Awl' ` ,}- • Ii i �, i , L f i i i �I-- 12� 9 P.C. PIER FTGS, --I �_� - (O/ N :K BI POURED CONCRETE FOUNDATION WALLS - - +'i- Q BASEMENT FLOOR LINE---�— --------------- ------------------------- ---------------------------------------------------------------',------------------------------- ------ - [L U w z ------ - - - r- - - - , J_____________________________________________________-----------J____ _____________ ly O J � I � 6 N FOoDL(Y rS w FRONT ELEVAT I ON W Z Y W � w3L) n H � D D_ 0MUO_ U SCALE 1/4" SWEET # T�T �I r 1,..T•mewu ra mxr ra.numre rw°oeww x rt°exrw�x«•vrc raarw rxvew O0.ew�1a 1,a nie°eow+na w°• 'v+n n vias liPrim.ae'.urr'a Ill.Al uranune..w - 'x�ir�irK.�xnxcr°nc�e'ni'er r1P�'im"'�'rNOfw.Ts°.iw wx°xw �^ OF NINE SECS * 'y6 QV�\QQ4�5 _ Dy Q Z y Qb =r ° O z rJY y°�b •c SiO�'b * S.�P 4'-2' 8'-O° Iq'-4° 23'-8" II'-4' 1'-0' 6'-011 111-4" W-O" 31-II' V_4n T_0" 71_00 T_0° 1'_40 N/,tT CV sal ��i NE DEC K A1ND 5T P5 E � — - - - - - — - -I d 1 12"4 P.C. PIER FOOTINGS sq MIN. INTO GRADE �M TO UNDISTURBED SOIL. (TYP.) � � rl 3 - 2' X 10' CCA CONTINUOUS B ILT UP GIRDER p� e Jl .44C W � b l) m CONTINUOUS 2" X 8° GCA DEC L DGER < �y VV LAG BOLTED TO THE HOUSE eb AD FLASHED. [=4 PROVIDE DRAIN TO PROPER DROP TOP OF NDATION AT m __ 17____m__________________x_____m____26 17___ ___ DRYWELL AT OF D SHADED AREA AS REQUIRED TO • 4. 1 1 11--- ----- __ _________________________ �1 20 BOTTOM IZE zz DUST O GRADE I •, 1 - l �� 1 1 W 12"4 P.C. PIER FOOTINGS tl 36Drd TO MIN. INTO GRADE . to �4 � I of U1 in �o E 59 u1 ' Sul - x 1_ 1 'i . 1 _Ox To UNDISTURBED SOIL (TYP.) ,q ___�_______ _ � LZ--- ---------- 28 17 -------- �` _ -- --- ° — Y , ♦ ------------------------ ------1 II ^� t r__ ___ _____ _______ __ ____� _____ �p BRIDGE I 2'X8' LCA LINE OF PORCH FI I a ° l m J - Jfa �sTs AND STEPS ABOVE T 8xl o lgl_4x I 221_40 11 121-4' 0 16, F1 m m 1 F I 111 % _ ------ ------ -___J o I -�" + N II LLI � III T T l 12'-0' 8°l1 I. II 5'-0" 73 1 0� N �DCE eRID�E li I S.D. : (() r--L-, r__ r____� _1 m 1 j ID ' I X�' Ira STEEL GI D R� II �- m, I o m I 1 pR��DG 6/e• __ 1 I II x III O G1'WJIIFI NU 1 �____� L---- FAT __ _ __� - _ UUNN 1 L IT MID .W.H. AB REOUI HEAT 1 ° 1 ?I O l I o ' I UNIT r---'I r_1 I In X . , Ili �' III 1 L 1 ID e X 13 S�fEEL� GIR R — _ ' vI FULL CELLAR vI 1i m iu r fY �o xi li m �1 I •. �____� L� ' =j _I 4' P.C.FLOOR SLAB 41 W lil ' 11 III ',3'-2'.• i 'r 8'-2" J D'-3° W q1-3" "r l71 131_bn Sp In 12'-4' i I' IB' 2''X10° FLOOR JOISTS ® u m U II `.- L0 1G° O.L. '• . ,' - r_I N, i ,__________________io _________ O — x . N BRIMS X I I I B I I II i 1 _ 1 I 1 I _ --- ----------------- CV ' "XT-� I I w U w a----------- ---- -- - ------ -------------------- ° --- I XIO' 3IFLOOR JOISTS ' �= ° — m 2° z 8ui Iq'_4u I * I 1(02,2'-4u O.G. 8"i w R Q w _____ _ __ D BW1 PAN • ` 1 4narf EBEN'I OOLJ. 1 7 — : � S 1 , Nir -- ' 1 -- I ---------------- ---JI ° O m 1 Y N w n' ,. . ..• •. '.... �r LLI ------------------- - - ---------- CONTINUOS 2' X 811 CCA DECK LEE z LAG BOLI ED TO THE HOUSELW AND FLASHED. CONTINUOUS 2" X 8" CCA DECK LIE LAG AND BOLTED O THE HOUSE Q Lu ,,} N wV- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O � � � S ° 12'4 P.C. PIER FOOTING5 - - - - - - - - - - - - = 36' MIN. INTO GRADE OR _ _ _ _ _ _ _ _ _ _ = /LINE ST PORCH TO UNDISTURBED SOIL. (TYP.) (n < Lu 3 AND STEPS ABOVE Q z fL U w � z FOUNDATION NOTES: s 1/2" ANCHOR BOLTS 0 W-09 O.G. MAX. N 011 CONCRETE FOUNDATION WALLS (e-0' H.) I6'XB' CONCRETE WALL FOOTINGS 6- N W B X 13 STEEL GIRDERS p Q 3 1/2" STEEL LALLY COLUMNS 0 15#/FT. U W 0 w ql-8' II'-6° 101-10" I'-011 24X24'X12" CONCRETE COLUMN FOOTINGS W Z 1' LU 4" CONCRETE FLOOR SLAB 3 U N 1, 2'-8"X1'-7" BASEMENT SASH U L''I Cl DAMPPROOF FOUNDATION BELOW GRADE 0 41-2- 8i_01 lq_4x 1_8n 12 _4x a O U �' Cl SHEET # FOUNDATION PLAN I�u IT.. xa xeeawe rue"mxr r°xerwwee rule"nw" �J -- a.1 1.1 m W .nvrex rueecw SCALE: 114" = I'-O' ww n1ecUW° 6i7"ea%n5l w�Mwre.1 �Iwrw eixv�iceixo"nnee r�"•ri`w'i m'a ru'ee.ur'wcu�r nar a u+i1°m�1"v�"n"46we<r.°ercccv'i ei m�lrru'r`Raniwm w`nR1 `� �` OF NINE SECS * �6 RV AQP � �W a N Z 671-6" 6 66 '• i O A'_2" 51_0. 19'-4' 23'-8' II'-A' 1'-0° b is 6�P4 91-4' S'-0" 3'-11" 7'-11' 7'�II" 3'-II' 7'-7" 4'-9" 6'-4' II' 0' W-4' Y� P d 00 E)ECK 6' 6"XPOSTS BOXED OUT •ITN - - - _ - _ _ - - _ : � 61 PINE TO IO'XIO' W. 5 4' PINE CAP SEE REAR ELEVATION _ _ _ _ _ _ _ 04 TOP AND BOTTOM PORCH RAIL _ - _ - _ - _ -_ - ✓'�- It., SET 34' ABOVE DECK. - _ - -: - _ - - _ - - _ = V 6/4" BAI-LU5TER5 AT 6' C. - - REAR DECK t' - - - _ p Iv 6'X6" POSTS 6/4" PIN P A ANCHOR POSTS SOLID T CRETE EDN, WALL. 7. TOP AND OM PORC IIL SET 34' MI ABOVE G E. "b 6/4" BALLUS ER5 AT 6' .0 �I D - 19/4' 9 17/6' 4 P HEADER O '$ I 22'-e' = b' 2425-W � - -- DINING RM. 1Z c b' 3'-6' 4" s - Y x I& WOR. 9 - 2' x WWDR. ZE I PINE PLANK FLOOR u PA14 I I T a 2Q 22 AT o Zo - x q C FLLXr GEMGIA PACIFIC 'WIF-33" 11,1381 9 - 2' X 10• ADR. E @ I6 ox, �+ �Z°R�7�i DR. nil ° MUD RM. _ o n a o Q �+ aD 26 c� '� C T FLOOR 'v I 0 1 r 62 TRR2VED DP4._ [ 9 - 1514' X 11 7/0 4 P LAM HEADER Y 3 o GEORGIA P IFIL 'WIF-33' II,85, - - " . ,. - q 2 - 19/4' IYJ" aptH unOFa I _ 0 WN 1 m x ® LIV NG / FAMILY RM. o x S N ROOM E LINE OF I :2 Qv PINE PLANK FLOOR PINE PLANK FLOOR `r O �r 6 lyI [ I 61_41' . 2 '0[ I v `? n'-81. o KITCHEN I '^ b' N �' 1- C T FLOOR I 9 - 2' x a' HDR. F'' ' ----- i n � GEORGIA PAC C 'WIF-33' 11,88' N o NA ONI 1"M GI COORDINATE OYER � I N0KK y�j{ O 10 u_ Sp THE FII COR97RLGfION WITH I 1�LNID d O O 9 - 2' X 10' WOR. 5 OWNER TD UB ,1141 wxrLI! PIN PLANK FL. ❑ •� 9UPPLIIED BY VER. All Zll 2 6' F 18'-10' 6' W-10' 4' }- - i IrT Woz- 2' 10• HD2' 10' ADR. IT a %EIel f0 -il-N4-% HEADER z 2 % I HDR - -- --]---COVERED PORCH - Q - - - 1 -- - -- - - - --_ 5 _- I -3/4` X-A 1> fff_P tAl'Y itJp_flt3RCH +i ADL=R -- - - _ - -my Q U PORCH kILING NOTES, :3 W 6"X6" POST BOXED OUT WITH 5/4' PINE TO 51X5" AND MID ECTION AND 10"X1 ° AT BASE AND CA .. SEE ELEVATIC 45. TOP AND OPl PORCH RAIL �•+- SET 34" n E DECK. L.L- v Lu Z 5/4' BALLU TERS AT 6" O.C. 6 111 -51L"- I [Y � 4'-I' 3'-11" 6'-O' 9'-4' S'-0" 6'-I' II'_bE 6'-I' 6'-O" 6'-4.1 W w q�_2" 8'-0' 19'-4' 23'-8' 12'-4' W Z `1 W J � F-LLJ 67'4" SHEET # FIRST FLOOR PLAN w � M"rt� R` wr, .'uR° 'i�T Mi6 iG m E RCMTKT 11tl[RVx TH[RiLHi To xEPPdYKE TWa o[drtx Ix��a m1Rm a urt wRr�[i"nra, SCALE, 11411 = 11-01' ,. ," T Ei TNf NFN.f![]TI.2 LqM TKN 4W LIVING AREA: 1472 SQ. FT. ;x x.' ° ."�" @Vice IN°M[TN[•MIl Al a Tue/,IVMrc¢r TUExi'm uE'i:Te""}i wN°f iiw°u5 w`iue 1. OF NINE �(EGS * X60 PVE a 3 Q m K Z 4 6 S6 '= z° O 6f A*K cqcq r 12'-4" 4'-2" 00 @I_pi 19'_4u 231_@u 9''@" 6'_bu 12'_bu 41-@n 3i-pu g1_4n (L•I � It...� v�-1 IFL.1—li V-1 F 04 o �' SPDFI 2426-2 ;, e [-4 ------- S - 2' x 10' HDR. �Y Q Ertl 1 W Tve z 6" 121-2x 4' 2'+0 7'-10" in Q GLi T o v r SPM2426cq `p ;p 5PDH -2 CIS --- 7 BEDROOM 4 zQ P p s - 2' x w' HDR. 1/20 4 PL = VOR 2" GPT. UNDERLAYMENT ;rFOCKlT iv N r 611 i PL____ WMOOl7 �,r _____--__-_ v BATH 3 W I. C }J f• 6: C.T. FL. o in 6„ 61_20 ,4' S1_qu 4- 61_8" i 6" 12'-2" 2110 4- 51-6" 4" 2 i0' 4" 212 v S' I we Q ao. 2 1 'a NOTE, b� O SEAT Y �- — — — — .T s En INSULATEDraA'ed a -�� G BEDROOM a ¢ 4 Ir XF;N TUB �+' �+ o \ p A ACCESS 2Q V2" GPT. UNDERLAYMENT� z BALCONY 0 PANEL 0 PORCH RooF ---- '+ -- - - - - - - 7- - - - - -0 PINE PLANK FLOOR ao.b m 4" 3, 1 S.D. %� BELOW o a sum L OF TRAY cic. -°rpil woDD RAam6 " -v x m� m m ELOW a b 5&. W 'IgN D' LNOWrRYlR A�eE TO __ — x 2' FILING J01575 L ® [ a 24 s0o. I6 o pp, Ira.O'c 015T52X@N S - 2' X 10' HDR. m 6 M, BATH L, � �. r M. BEDROOM @ Iy�G.. ----- a G.T. FLOOR J 1/2' CPT. UNDERLAYMENT m -! 26 sPDFI 2426-2 `T I OPEN s + m I 2' X 8' CEILING J015T5 � TO BELOW m @ 16� o.c. m � a P II DROOM 6 - R' X 10' HD SEf (LLO. JST9 AT IO-O' APP AT FWTPI2 BEDROOM FOR TRAY CIA. BE o p l I <' � I/2' GPT. UNDERLAYMENT ° 0 NOTE: `� BPDH 2422-2 LME OF TRAY CONTRAOTOR T COORDINATE !f HE16NT OF TUB l.'.?FORM WITH — 114DP_ MANUFACTURER TIM. PROVIDEMOTOR ALCABO SERVICE. \ [7,n VI - 2' XW5 - 2' X IM HDR. 6' @'-10" ' 12'-0"4e W-2' '',11,, I w -- LU WHO-5 OX6-IIF WHD-5 Ox6-IIF J 9 - Y % Id HDR. m 'C' B . 2 x Io Hoa v }— V 8pDH -2 v � 9PDN 2426-2 I 1 1 ('1/ b u 7 4LU m BALCONY o Q r mum W W Q z LU Q Q 1_30 5" 414L3'-II" 5'-O" 9'-4' 51_0' 61_10 II'-6" 6'-I' 6'-0" 61_4' I— a 19'-4" 231_@n 121 Q Q Lu-40 fL U w 1: z 6T-6' <AN >1N, LJ m 6 SECOND FLOOR PLAN w Z w -� 3UL ¢� w 4 0- in ce SCALE: 1/4" LIVING AREA: 1348 50. FT. SHEET # �n.n�r �„ncuirccrwe�er. '�rx.no ew'm. .xcuirecr eu w,un mmm /�I m ,wrnnen xmc�m rxe nwur ro nvnon<e rwe oc-� L/[//�J/A'uIL�J, `n exruerr a+ur rarax runty. 'ff ien`wC°aiK e:nri%wur of uwunome o.�iounw myna.:m.:s ue r�1Dim.1 a°�me�rtecr"""p1f R Ze1i a rtzr o„� kr. ;: a w r"• OF NINE P r a V t• N O Y l��tl 4 is SSP ISA cd z 00 o a4 LINE OF GABLE END OVERHANG { F4 0 z -II < I ; ; r - r LINE OF ROOF OVERHANG III II II CIS 2 X 6 ROOF RAFT. LINE OF GABLE END OVERHANG II1 --`----------------- ----------- -, ----------- 11 1p II II I •� , w I I i 1 GA` GA CY O l 2' x IO' RIDGE BEAM •k I ! • V� l� I l� I • Ib O.L. LL- 6 L sl — Zaj .a X X 2' x 10' RIDGE 1,': 2- x W' W I 2' x IO' RIDGE BEAM co - LINE OF GABLE END OVERHANG X A K J • 0 I yQQss-- �Y -- -------------J k 1 Q` x� Ip +9 lh W a Q N _ w� 0C �'Y +w LINE OF ROOF OVERHANG l� LL LINE OF ROOF OVERHANG S 211 X B" ROOF RAFT. I Iw` w U C!' l(all O.C. Z — --- AP MI,HI8 ROOF C Krr w !+— 1I AS 1I ------------------------------ ---------------------------- _Q w - LINE OF GABLE END OVERHANG SECONDFLOOR BALCONIP��NBALCONIP5E�W Q Z Q Q LUW ,H LLI CL v Q fL U w z ly 6 c0N } toO a I v N m ROOF FRAMING PLAN z� 5C-ALE; 114" V-011 a 1 , SHEET # Ny f1Y�(L �ARG}u R!LNTRI[N1RD fVYLR ]RfNITftT �/ .1.111 T R6Oitl!]TH!RM TO R!I.Rn' K TNI]M] T6 MfRLRT cR 41/RrfW TNlRW. 6 T MD All.p Mp!MCUIpR]1]]�K11TKN ML NW YG46TAi! I.ATId Wu ]TRMlVy1C1'MMyDryG��M.' lRR�pQpTANRl�1pLNITt�CT�l�ypT w WT OfNY lMl4T fY[CK N Mlli W ISI! i1Mg1 gl1N� " " T OF NINE X60 Q y �! 2 MATERIAL NOT _ E ROPE CON57RUGTI ON FLOOR CONSTRUCTION rS'O�b * 5�r NOTES ARCHITECTURAL GRADE ASPHALT ROOF 544INGLES FLOOR FINISHES AS PER PLANS L. GENERAL PROVIDg GHDNTINUOU5 RIDGE VENT SEE ELEVATIONS 3/4' PLYWOOD IST AT I$4t FPL PAPER 2"X10" FLOOR JOIST AT F1�25T FLOOR. 1/2' PLYWOOD SHEATHING GEORGIA PACIFIC WOOD "I' FLOOR BEAMS AT SECOND FLOOR I. ALL CON57Ruc71oN WALL CONFORM 70 ALL NEW YORK STATE, COUNTY AND LOCAL 2°X10" RIDGE OR A5 NOTED ON ROOF FRAMING PLAN 5/40X4" CROSS BRIDGING WHERE REQUIRED � 4 2"XB" ROOF AFTERS i Ib" O.G. ALUMINUM TREATED SILL WITH SILL SEAL BUILDING, ZONING AND ENERGY CODE5, AND ALL SUCH CODES SHALL SUPERSEDE 26X6" 4 2*XB CEILING JOISTS 0 I6" O.C. ALUMINUM TERMITE SHIELD THESE DRAWING5, 26X4" COLLAR TIES 0 46" O.C. 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL WA6L CONSTRUCTION FOUNDATION CONSTRUCTION 7yy CODES AND SHALL BE INSPECTED AND APPROVED A5 REQUIRED. I� 3. THE ARCHITECT'S APPROVAL APPLIES ONLY O T1415 PLAN'S STRUCTURAL ALUMINUM GUTTERS AND LEADERS 1/2" ANCHOR BOLTS IOP 5'-0" O,C. MAX, CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE I/2" PLYWOOD SHEATHING B" CONCRETE FOUNDATION WALLS (B-0" H.) CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE S7ARTIING 2" X 6" STUDS B Ib" O.C. W/ 2' X 611 SHOE 161'XB1' CONCRETE WALL FOOTINGS wA W L BE RESPONSIBLE FOR SAME. 4 DOUBLEd 2' X 6" PLATE EXTETIOR WALLS W B X 13 STEEL GIRDERS 2p X 4" STUDS 0 Ib' O.G. W/ 2' X 4" SHOE 3 1/2" STEEL LALLY COLUMNS 0 15#/FT. W CONSTRUCTION AND SHAL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, 2 TON pef CAPACITY MINIMUM. 4 DOUBLE 2" X 41 PLATE INTERIOR WALLS 24"X24"XI2' CONCRETE COLUMN FOOTINGS 4. ALL r� 1/2" GYPSUM BOARD ALL WALLS 4 CEILINGS 4" CONCRETE FLOOR 5LAB S. ALL CONCRETE SHALL BE 2600 pal AT 28 DAYS MINIMUM. UNLE55, NOTED 21-6'XI'-7" ANDERSEN BASEMENT SASH NORC,O } RIMFD INSULATING GLASS WINDOWS DAMPPROOF FOUNDATION BELOW GRADE b. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO, 2 OR BETTER. (SDC) 7/6 MUNTIN BARS r-1 E-I,600,000 pel AND fb- NAND AN fb 2 400 pet.SIZE. ALL LAMUHI-AM BE M5 6/4" X 4' CORNER BOARDS AT FIRST FLOOR �I TO HAVE AN E-1,800,000 pe WHITE CEDAR PERFECTION SHINGLES m F� AND BEAMS TO HAVE AN E-2,000,000 pal AND AN fb-2,800 Pei. TYVEK HOUSEWRAP, OR EQUAL INSULATION 04 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING 6" R-Iq B CELLAR CEILING � ty4 PARALLEL 70 THE DIRECTION OF THE JOISTS, OR AS DESIGNATED ON THE PLANS, 6" R-Iq P EXTERIOR WALLS FASCIA CONSTRUCTION 6" R-Iq 0 SLOPED CEILINGS B. ALL HEADERS OVER DOOR AND WINDOWS SHALL BE 2-2'X611 0 4' WALLS AND q" R-30 FLAT CEILINGS 3-211X6' • 6' WALLS OR AS DE51GNATED ON THE PLANS. 1" X B" FASCIA B" OVERHANGS d) q, PROVIDE 34" HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 3/811 PLYWOOD SOFFITS 181 ABOVE GRADE. �' CONTINUOUS SOFFIT VENTS < In 10. PROVIDE DIRECT WIRED SMOKE DETECTORS A5 REQUIRED BY LADE. FULL FRIEZE BOARDS W/ 15/8" SOLID GROWN GAP e� II. PROVIDE I/2' TYPE X FIRE CODE WEETROCK AT CEILING ABOVE HEAT UNIT AND RAKE FASCIA CONSTRUCTION w I AT GARAGE AS REQUIRED. r ' 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. THESE DRAWINGS AND i" X B" RAKE FASCIA W/ 2 I/4" SOLID GROWN RAKE GAP SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE 51 GABLE OVERHANGS �P UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION 3/611 PLYWOOD SOFFITS AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY 1" X 611 RAKE FRIEZE W/ 1 5/5" FRIEZE CAP n CONSERVATION CONSTRUCTION CODE. 6/4' PERED WOOD BLOCKING CJ 13. ALL TECO FASTENERS TO BE ATTACHED WITH TECO NAILS,- WHITE G R PERFECTION SHINGLES 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED 5PACE5 IN WALLS AND CONTINU 5 FLASHING BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF 6/4' TAPE ED WOOD BLOCKING e I CONGEALED SPACES TO B'-011 VERTICALLY AND 20'-0" HORIZONTALLY. P1 16. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY 12 DISCREPANCIES TO THE ATTENTION OF THE OWNER OR ARCHITECT PRIOR TO STARTING CNANGESUCTION. THE C WHICH VARY FROM THE CONSTRUCTION DRAWINGS WHEN WRI ENSIBILITY FOR ELD 2 PERMISSION FROM THE ARCHITECT HAS NOT BEEN OBTAINED. Ib. PROVIDE SHELF AND POLE AT ALL CLOSETS, 6 SHELVES AT ALL PANTRYS AND LINEN CLOSETS. \ SPLAY 5HINGLE DETAIL SCALE I' - I'-0' _ TOP OF PLATE MASTER BEDROOM m u- �[ ENERGY CALCULATIONS 56 W O� W V15 PLAN CONFORMS TO PART 6 ( 7816 J�.BUILDING DF51GN BY THERMAL _T RATING METHOD OF THE NEW YORK STATE Y CONSERVATION C06TRucrION _ TOP CODE EFFECTIVE MARCH I, Iggl, (� W COMPLIANCE WITH THIS SECTION WILL REOIIIRE A TOTAL THERMAL RATING OF ZERO ^ OR ABOVE. DESIGN DATA: ti DEGREE DAYS 6000 z EES FGT. PORCH LIVING SM, ./ FAMILY GRRM z WINTER DESIGN TEMPERATURE EXT. 8Lu DEEGREES 6T. Q } SUMMER DESIGN TEMPERATURE EXT- 71 DEGREES FGT. ERMAL RATINC45: W W TH f� _ TOe OF SUB 1, BUILDING COMPONENT ET COMP. 'U'AREA THERRATM U�OLF_ _TOP OF FOUNDATION_-- a U Q L O OPAWE WALL (FRS # rAVIT-) 2570 sq,ft .051 +266 6-I 3 WI n NDOW AREA 591 sq,ft, 34 -138 6-I GRADE N ENTRY DOOR AREA 64 5q,ft 32 -13 6-I L.4- v W Z l� SPECIALTY DOOR AREA 265 sq,fL 34 -69 6-1 U A m SLIDING DOOR AREA (}- CEILING WITH ATTIC ABOVE 1472 sq,ft. ,037 +14 6-3 6 > Ln w CEILING / ROOFL W to SKYLIGHTS P OF FOOT NC DO I FLOORS OVER UNHEATED SPACES 1472 sq,ft 049 0 6-3 W " FLOORS EXP. TO AMBIENT CORD. -- U O LEl J LL 3 v w Ld o TOTAL THERMAL RATING " - q�. O � U � a ALL Cg6Tecn[N, EIECTWLLL, AND xE04R11LLL YI"H 511LLL IEE!INE PFRF"RI'1aCE STaNN"5 A5 5T4rf0IN SECfaNSi 76134, 96135, 761321, 181391, 781313, 76131q, 761320, 9513.16, ]"131", 1"13,31 THROUGH 161334 THROUGH 7B1354 OF THIS CODE !SECTION / NSHEET # SCALE: I/All I1—CII LLncMamema m,r rvncei, avwnoeuc e, .�.m r Tue.IRwimT"eawvee Txe luwr To evwGrc Tule"eelwl yl,T!miMefY M V1Y MTIW TI"11fR p M!!NM" TGR�TE FIMIGTWI �'11MPJ n A VKY�Tid e"�'ive Yb APe'lXe AifmiY V T"e"M1f1tlTlLT. fXi[f OF NINE lij ll I VS Q4E5 Y _ a cnP „7, Z cq n vd T.G. FLUES t� _ CEMENT CHIMNEY 30 YR. ARCHITECTURAL GRADE R � ROOF SHINGLES PROVIDE CONT.THROUGH FLASHING � FLASH AT ALL BREAKS 0 ROOF/CHIMNEY INTERSECTION CA CONT. RIDGE VENT z LJ v i' I ' f 00 wl f I 04 c noChi B FASCIA NOTES: eQQ ALBUM FASMC GUTTERS AND LEADERS 3/811P OVERHANG k 3f8' PLYWOOD SOFFITS 4Y 2' CONTINUOUS SOFFIT VENTS t ¢ FULL FRIEZE BOARDS 8 5/4"X6" CORNER BOARDS UPPER PORCH RAIL FLAIR BOTTOM 3 COAR5E5 OF SIDING- SEE DETAIL - 5ECTIO14 SHEET 611X6° POST5; BOXED OUT TO 10"XIO" �+1 W/ 5/4 PINE CAP 34" HIGH RAILING 5/4" BALUSTERS AT 6" O.C. SECOND FLOOR LINE DECK RAIL 6"X6" POSTS BOXED OUT TO 10"X10" 34" HIGH 4RAI NGCAP PORRCH NOTES: 5/4" BALUSTERS AT 6" O.G. 6"X6" P05T�5 BOXED OUT WITH 5/4" PINE TO B"X8' W/ 10'X10" BASE AND GAP 34" HIGH RAILING TOP AND BOTTOM PORCH RAIL N FIRST FLOOR LINE 5/4" BALUSTERS AT 6" O.G. L 1 5/8 SQUARE PATTERN CEDAR LATTICE Im PANELS AS SHOWN r { GRADE w LUU To 2! z r< 12" P.G. PIER FTGS,ii m 1 0" POURED, CONCRETE FOUNDATION WALLS:--, Q Lu BASEMENT FLOOR LINE W n/ W ---—--—--—- ---------------r -------- -----------r`-------- -- ---'r- ------- -- -- -1-r--'� 4.L L_________ _____L_-_------J-_-----___1_-_-_________--J-__-------J--_-__---- z` Q � / 1 , I Q LEFT SIDE ELEVATION �O - Q o SCALE 1/4" = 1'-0" 0 {— Cul w z ly w � O (Yp 6 W W w w Z y W J r. . -� w3Utn � CL -0,10A u SHEET # li�I A�ITaTUR! Wr. Rv % I-M. .1.1 TN!ucxrtar ENT 41 WoM(M wnpwS[fra l[4Nx 1. sW ..1 I0N TN 1,-KTWT.LTtl! TI!NEW T4x rz AW .1...uoWu!u.WNT.,,W. E uo u!TN!INNXNEry w x!MYTar 7 RRN'YIYq nan us xm T . , u'"iwrai"R11P1p"��O1ar4'n ramex Run�icx!w iNi OF NINE O� Q4�S O a 4 z° O TJ H0 - Y 1-4 GEMENT CAP �' d BRICK CHIMNEY 30 YR. ARCHITECTURAL GRADE CONT.T ROOFING 5HINGLE5 PROVIDE ROOF/CHIMNEY INH FLASHING FLASH AT ALL BREAKS ROOF/CHIMNEY INTERSECTION z 414 CONT. RIDGE VENT �dF I .I - 1. . ` 1 FANCY CUT CEDAR SHINGLE5 0 GABLE ENDS 0 Y I 1 b �I c� OWXB" IM BOARD W/ 2 I/4" 5%1D GROWN < EI A , l I 1 MLTRD'G. CAP- FLASH AS REQ D. FASCIA NOTES: 04 III I7� i b ALUMINUM GUTTERS AND LEADERS (� `� � ? I � W' FASCIA a� RAKE FASCIA NOTES: P f 1 4 e' ovERHANG �' u 8. 3/8" PLYWOOD SOFFITS I1X8" RAKE FASCIA U' u+ f � 2' CONTINUOUS SOFFIT VENTS W4 2 1/4" SOLID CROWN RAKE CAP , ,y41 I' 11� I '7 I ,j 'jL71 a FULL FRIEZE BOARDS 8" GABLE OVERHANG �I u v PLYWOOD SOFFITS , G I ' �4 5/41X6" CORNER BOARDS 1'X6" RAKE FRIEZE 1 5/8" SOLID CROWN RAKE FRIEZE CAP b FLAIR BOTTOM 3 COARSE5 OF SIDING- SEE DETAIL - SECTION SHEET UPPER PORCH RAIL 6"X6" POI BOXED OUT TO 10"X101 W/ 5/4' PINE CAP T__. _ __—__ SECOND FLOOR LINE 34" HIGH RAILING — -- 5/4" BALUSTERS AT 6" O.C. DECK 1RAIL 6"Xo/6O 4T BOXEDPINE OUT TO 10"X10" 34" HIGR RAILING L 5/4" BAILUSTERS AT 6" O,C, PORCH NOTES: 6"X6" POSTS BOXED OUT WITH 5/4" PINE TO 81X8' W/ 10'XIO" BASE AND CAP N 34" HIGH RAILING TOP AND BOTTOM POI, RAIL LL 0 5/4" BALUSTERS AT 6' O.C. FIRST FLOOR LINE 1 5/8" SQUARE PATTERN CEDAR LATTICE PANELS AS SHOWN LU w GRADE � ^/ 1-u LJ-1 12! 41 P.C. PIER FTG5. B' POURED CONCRETE FOUNDATION WALLS 2'-a"xP-7" BASEMENT SASH BASEMENT FLOOR LINE Z 1 � __Lr -'J Q Q W � Y W U O RIGHT SIDE ELEVATION ,- SCALE : 1/4" II-011Q Q W IL U w z 6 N co N w O 6 I m U Z w in w U3 Ww 3 U N LL xgClLd Cl ° a- G] U u SHEET # uL��i�oxrtmrvle uar, lkunao eewiEe, uraaicn /f�� T"E IMT!m"Ern TUE nnvr To uxamrc TUn oeacU ( \ f J w inn 'D T aem EarnU rxume I\J�1/\l%<\] M TM MEE<!o IlTq/.T"AI a TUeee E6M1Wn u n V¢unw L' ][IIVIC[x4O.Vt!MnRgEIRI'Ia iM!M41R[LT MEE CYMlKaµD XLERiGimle I!LµWlTIUAENi a i aEn '`nEirc°°u°ii'r i�"'1°"m i ie°dnimw w iwe OF NINE USS Q�,ES OY ❑ u o 0 4 LU, b # y� C� b � 7-4 RAKE FASCIA NOTES: T.G. FLUES y�y CEMENT CAP "XB" RAKE FASCIA BRICK CHIMNEY +� m ro a 2 1/4" SOLID CROWN RAKE CAP PROVIDE ROOF/CCONT.THIMNEY EY INT FLASHING 0 ` � W GABLE OVERHANG @ROOF/CHIMNEY INTERSECTION Mau z 3/8" PLYWOOD SOFFITS I"X6" RAKE FRIEZE 50 YR. ARCHITECTURAL GRADE < po 1 5/5" SOLID CROWN RAKE FRIEZE CAP ROOF 5HINGLES °b RIDGE VENl FLASH A7 ALL BREAKS b ail FANCY CUT CEDAR 5HINGLES @ GABLE ENDS ` IU II L�+ 441 �I J f'I II�}I I _'--T-i ' uk p c u21141 1 I XB TRIM BOARD W/ SOLID GROWN— IItt klr G I}f II ,I 1 l�l' q I fl�l I III 1r 11 !irk" J6 1 11 .I ll L e 11 ,qI 1111 11 ,�1 il1 , MLD G. GAP- FLASH AS REO D. � ' '��'I+,l1I 1� iV I I'I I 41�� LI II. u � lr IL ' � Ikllf�. lr.'f1k1LIlY I �' ��1W_11`111_ ,11L�'lll. �'lIl -' , '-� h � �' 1 I 11 Ills I r, 1 ' i 1-, CONT. RIDGE VENT �4f,1If I � f40 III l l 'f 1 1 L If 11J 1_ �1.'k FASCIA NOTES: J �II �Iti . I ",�71� dlkllJti Itill III,_ ;111111 111'1. 111 ' 41' 11111111'' i114 `IS'It11111 ` 11;fi, k�lL �}J+ n�u � L'I 141 ;5ll' I 1l 1 tkkl ii' ` 4 '14 if' 1111 LI+ _II,•I II II ' 'I it o ,l L_1uti11: 1111; u1J41il 'Illus . uY.l u�:1 4 µ I� h J ApLUMINUM GUTTERS AND LEADERS 1 a :4h r. u,� 11r¢JI it r.!.; 1f1If�y Uu1�,'f1rtu111J:1 f11t 1,11'k' , '�u I 1I 411hf'.11-�I611 7L � - y l ,1 1.ip1�11 14 f'[`-P S�,nI( �''`` 4 >�}� 'I,U I�11- kl4, lt l�ll ql 11 1 �II�f; I -� -, b 0 Lll�lll[! Illiji[ llll IIt1yj_ll IIII,11!1 hJ lll11. 411111 !I ... II Sf ILS 111 �` 1 fIl • L1 I 14V U1 _ IL',I-ri _151k1IIII�",ll Ik1. ILII 1}Ii 1- i „ Lk 1kll! II. 1J 16 . 1 ,111:111 ILI I YB FASCIA ,u-I]ILV nld kl l:I u� 1 1111 L If P�'i,k.111J IInU IIJiu f.I!4,111: 11 1:I u11 � 1 " ,7_ Jll � lS� 11�} ,I}Iµdlya lS,u t' 1 Jt'1 f.ilL-lis I k11h:1 �ti 117 :: 11 !: ui ll Li:1' 4L �„li,lll, ,111 cW , J1- ul.`N11111 , 1LN L-u fA 1, lll _ uullll kJ. Julll _I IY _ III�I I 4 II1'ii11IIIILT J.LL1� -�ilT' J611t1u� 1-I,.; iI1 J1�I�I (r,JIMi l!�1. � 1G IL11 .L WI; LI,y::�!u 411��1,411?�I! . bei . I 'I yh lll, -II' IILII,1 ,11111 ' ll'I I_u.i11111`1J +IIO u1fC 1[ ;V�fLJ - IlT II� - hull T� k _tJ4 _I µ�1 II I�11 k11411II�,1J1111„1111 ,'III it I,f I1111111J 'I � I;k111L11-J:1' Ill1 Ills1,' 3/8” PLYWOOD SOFFITS 1!111fY '7111i11,1p 111 UU11r11�11 :,1�114511411'f�'�illflifliliLl ' 1�4�� 11' l1 I I7� 11,1111f11I�J,111k1;� Ilk 1�1 4 11�i1111 u¢0�`11411kL1111'Iii1T'��J 1. :.rI.i5 ,`, 1411 _ SII a I �I1 111 �I f'S1¢¢ 1k III i 11111, �:y �I.111;'1 ,, , f SIkk� 2 CONTINUOUS SOFFIT VENTS 4 ,.k"cj1'y111f,!fu�` 1 Ip.f11."ldu b dJ �li], 'U u1,k11•:I11 { 41 1114 r. l1villi� lodill IkLL11y11_t. +11 !r 1;anL• FULL FRIEZE BOARDS 6k uuiulnk'.al.l .u .u1l_,u41ukI1,1 .I1' ,l;r�I , IS l uni. 1 ® � ® U U y11 f 1 u1,u_ 1 _1 Iu 1, 1 u n i . 1L II J'11 V1111,1 Cl.11l U1..,11 :IIti :I111 '11111111� 1J11 +1 ,1 t4lz:lk� III. '1 151t1��I]�JLJ ��,}II 'L51 11 I�I' 1111� . ]LyI ! W-ILf ''1 '��1.`�11111'�i'll11� �Ik 1 �k 1]tllG1� 514'W CORNER BOARDS q.11 111 a 11k u w k1 , n11 u111u' , '1� u1 i _ 1111 i5 Y p µ -I 1tlSur l ;7��t u 11 u1 :u4,11 prI� 1111 I wI ku,;1 a :1 1,��1u4�,n II`J,f>r 1,� u r u L ; 11 14' u1111_'1111'- k -•,1.11n u u u,111' f41 I n af: 1 ! I 1 `U 111u4 I, 4, rrlui' u1i a fi ; - f 14 i11, ;111',J_11� J' i: ni11 _11111 {I;1111i�111?Ju�ll,ul uL 1111k1, ,.I Ill 'J,IlL11, il�lk� n,i 11. u �1 ;1LLu1!- -'�I II.'�I��J,I� "1,1411ll111�14 '141111111J1'l;I�`' n"�I, II,1: �nJ 1111~t4kl1)'I I141.1,Jf l �l�'ILilf II Ik�l U11 11� 11 II I_J 1141�1 II' II�I� ti ul" wJ4 11111,1E 1 1r� LJ1l _ X11,I I ,c11Lk1 I 'll I L1]klJl fl I::II III,I !' Il lll7llk,111 I TI �. 11� h1h1 1 ��IL 1111:+11,1 lu IYuh�, 1 1_'L�I 1�i4 • `kf 1L �'_ + Ju 1. 1 ,1 f.a 1, I.1°1 lti i11��f k.141'�I14ll II�L 'u •H " ��J 11 JSIV 1 IL 1111 I. 1 :� ,H LI I -L -JI I�JI L I 1 II I'41�11�'1I�.L1: I�IIIIL4�1 �1 ll`Gi'�11� i'a'111�U 14"1'l`Lli 1I,n11111 a'1 Ik1 �'1 1 FLAIR BOTTOM 3 COARSES OF SIDING- SEE DETAIL - SECTION SHEET l 4,i1'111k {If11:,u'�IIu'n N + + + `Y k SECOND FLOOR LINE— PORCH NOTES: L1it f1Iy 1111L11I1 a r.Itl a lik`i1 11:U – -- ----- }-- �u I~ POSTS BOXED OUT WITH 5/4” PINE TO 8"X8' W/ 10'X10" BASE AND CAP 34" HIGH RAILING R TOP AND BOTTOM Pi RAIL DECK RAIL V w 5/4" BALUSTERS AT 6' O.G. -ft 4:14 VXF 1 5/8" SQUARE PATTERN CEDAR LATTICE 6"X6" POS'�S BOXED OUT TO 10"XIO" n/ PANELS AS SHOWN W/ 5/4' PINE CAP 1 34" HIGH RAILING 5/4" BALUSTERS AT 6" O.G. Q w FIRST FLOOR LINE __ w IL Q z Ik I r1 Q > GRADE w {�} 141 !\ ZI �j 1 ` 1 1 1 1 1 1 1 1 1 1 1 1 V 12' d P.G. PER FTGS. I I I I I I - �-- 0' POURED CONCRETE FOUNDATION WALl�S 2'-0'x1'-7" BASEMENT SASH BASEMENT FLOOR _LINE r1-------------- -----------------r�--------------------------------------------------------------- r--------------------------------------------------I_______________--___LI---------�, O u LU z L--------------------------------L.---------------_______---__________________________-------------L-------------------------------------------------- REAR ELEVAT I Ofilli co CN w � I SCALE 1/4" = I'-0" F o w 31: U o LL aa0cL) wCl S SHEET # Au aorto XDIAVCD 1V 1 e.wersr Xeswcs rxc elver To XvemKe Txls DUIXx X m omXm A AX.MRW TNUXx. 1 1 .ewrrt�ne ll.ure T-a Txea{ .s A VIS.. . M XW TAR]TAT[ IL TMI DYNrtDrtX Tltl[C}.WIHGC IND IiP.l ATIPry AXE AH apTWnIXL O surv¢e uo I.e ra Xm'ATr A iXAX To lli I:-• ��emxace'T""'X rR'�°oi¢r°es.°cin e�N" c Ii.Xuslw a°pNi OF NINE - 30 YR. ARCHITECTURAL GRADE Off`N��S a0y ROOF SHINGLES FANCY CUT CEDAR SHINGLES • GABLE ENDS Ec me w FLASH AT ALL BREAKS /\ a `•-� o z CONT. RIDGE VENT 4 TRIM BOARD W/ 2 1/4" SOLID CROWN m b6y "` z° O RIDGE VENT—\ / MLD'G. CAP- FLA5H AS REO'D. RIDGE VENT\ /CONT. RIDGE VENT 6�Y 'J�I 'll :li 'LIILLII-IJ LI -'IIII II 'IIII II IL II JIII 11111111! d _l. 1[ 11 i[�IIIii 1111 . II 1� "I ' -:I,11�J I.i 11_11' 111 -I ''.I;111111L11111 `I i11 ltll II L11 b, 1i 30 YR. ARCHITECTURAL GRADE 1. 111 'l 'IL;i 111 11LLL J, I'J1 'LII , I' .I I L'I IilI l,i' !I 1,111' /\ l . �llnl ..,1 P1 II IL:I IJ- 11, 11IIII _1L :!I I I.I I 11.11-U I I J:_ I !l,ll,1 �I,If1 Ji \ ROOF SHINGLES \ _ _ II_ III II 'I 'I 11 LI ' :1!I- III :I I; IL11II111': :Will; 11 II il_ L1. 1'llil Illi 11'1.11 JIII IIIII111 / 9111 11 II 1, ]ill _III. 1 :11 L' -J� !: III ;I !1!11111''�a._ ll if iL l.�;:_LI \ FLASH AT ALL BREAKS \ Ilflll ll 141111 fl 11 ' 111.1 !�i' 111L Il 11 '1111�it L _ II :j \ I �I Ilid :: !I ' IIL111.:' 'ILiI!IIII!LI1IL: 11Ill! 111,111 :111_1,1111; : :[ Ill' III I: II llllilllll,�l \\!I 111 ' lul-1} ji11111yi� 111�111�1IM111111LIIJL !11ji1!II1111111111�1�14 IpJll,l .11ll,l l ILI!l_II,iII11 �lllil :IILIILI� '_I .. I; ,11Il �lillll' 1.1JI : : �� 111 111 , 1111'. 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'JIII 'il! lill ,:ll ;` ll i'IIiiII,ILI' ill III_ha :, l / \111EIL;11 1 11'Li1 J1111111P� 1 : I -1i11�.��-11,11.11 \\ ILIJ,_ -L 1I11111111�111 II Ml In J lllll1.111 -i 111 IIIII`1 -111i[lIIIi1111111111111111,111Il Il / \\yL IIT 11[ u11Jil'llllllll II IIIIpLlll,l`ILl_!iITIIJll1l, IIII \ L11L1 111111 IIIIl1al!, 11, 'Lilly 1111 ; I \ I_JJ' DJJ111I�, ilIL ll LII 'HILI IIIII ,�P1; ILI1,111 1111, Ill JIlbi!!l.11 .1 / \\ " .: I Illlll' _li 1, I1111L' }h. III1l,.1:ILlt1 _I 111111 .11111;- I \ LSI Il . IlJ '1k '1 I NI l �_I II i, Lill l' ILyL11Lp_ l 111U1it It [I L1 iil 1111,1 I1!:I ;111''1 llulill '111111 11 It :11111111; \ '1111; 11 ,ilu !L;�_I,1111L 11111 hill �. LLIL LLT _' If \ LII;,LILilly 11 I1LJIIy: I�JU ILII II� IIIYJnl: 1111-111 :i11 ,11,;: 1/ \ lu ', I!! II ILI llll'.IILI I ' III II 1.111, 1;11ni1f1f 1 : 11 \ 1111`` ':1 I• LIIL11'_! 1 ,11111 ; LL _" \ !I ' :I-11111 � ull51111' 11111 111111 . 111.t, r \I : SII 1111111.1 111„1;111; : l L _ JJ. II II Iy_LIT 1 lJ_J ab IJIII I I 11!11111 ': Ill 11111 :1 III III 111 rill ! \11.y IIII .I ,.NL111LI IIl <I .111111 ILII 11 111E : J111LJ 'III � IIf' il1. . 11llllll.11l I'JIII J,111LF1 II IiLJI„Li ' 1111 ;;11 '111 1L111L1'1ll111111 uL11 111 i SII If1I lu'1 'I a u1111 1,131 u1I11 / \' 11� fi Ihlill'lli`'ll l 111I! ill!11711I111I11111, 1111, 11Li1111illl / \ I_II Ii11LILl( I .III11111�11 III I ILII \1 11 .• 11llil11[1 Li ",_1111 II1{,I .II,� iI111ylllll� 1111 '1 , 1 J iT - ' I,',1111ll_,�J, IIII _1111 lillll !11iJIT `111111 111!111 IIiIllIt LIILLIL 111111 11111!J.iIIll.lyJllLl \ (� �-1 QV u : IIJI !li' : 111L1i11 :111: _11i11L,IIll1_L11J_ _ _.IlpIIII iIIII;II ;l , 11114] 111111-II? ._JII1111LN,; hll11 !. : Ilil! 'll11111 IIlll • iL1p-111; 1' 11 ; IIIIIIIIi \ � � Z SECOND FLOOR LINE J! t.l LIJJI1111 111: 11 �.11J IIlu1.1WI 111 1] III MLI L L' 'IILII�IIuLLl1 J1 _I ILI .I p ILIIIJII �,� '1 1!1111 1 SECOND FLOOR LINE �\ -- z 1_4 �1 14 WHITE will I Ir-IIII-�I o D'-O' IIFL-_II}L;_�-F.IIL--1111 GARAGE FLOOR GRADE GRADE I I I 1 1 I 11 I POURED CONCRETE FOUNDATION WALLS - �► i1 5 = :1 i 8' POURED CONCRETE FOUNDATION WALLS ___ r`--- --- ----r'- ------------- --.-_ ---------- -'1 r' 11 )J Y� FRONT ELEVATION FASCIA NOTES: � RLUMINUM GUTTERS AND LEADERS LEFT SIDE ELEVATION SCALE 1/4 - -CB FASCIA II �-0 I. 8' �VERHANG SCALE 1/4" = 1'-01I – I 3/8 PLYWOOD SOFFITS 2” CONTINUOUS SOFFIT VENTS FULL FRIEZE BOARDS 5/4"X6” CORNER BOARDS RAKE FASCIA NOTES: 30 YIR. ARCHITECTURAL GRADE IllRAKE FASCIA ROOD SHINGLES 2 1/4" SOLID CROWN RAKE CAP CONT. RIDGE VENT FLA5VN A7 ALL BREAKS 8" GABLE OVERHANG CONT RIDGE VENTRIDGE VENT 3(8"�� PLYWOOD SOFFITS I Xb RAKE FRIEZE \ / 1 5/8" SOLID CROWN RAKE FRIEZE CAP N L[ [I I!I I1 11 :1 ;1�� I it l l [ .11111. II Ia lull! '" ITL ILiI 'I[ L_ LI 71 111.!1 Lull 11,11'' f�11111 LJ11 111111 iL II III _ '�, 1 'I 'll '1. 1 III 111111 illi U L + ]Jrl. it 111_,11.111I!fI,IlI11Lp_[ll:�l 1 '71111:"II� IIIJIIIILII JIJLIII' -'JIy171i111J11� 111 LI1 , 11Lp L:IIiIW II.11LI11 �IJ, ulltllhl iP !I W 11 1, 111111 / l'. I 'Il,l Ill i_11i1!Jli 1.7E 1,11':1;71 ';' II IIIIII Jill ,]LII_ I I jI4L 1i_I-IIII , -11111 11111 ILI_I_1 LII,11_1 LI�11 ,,�I lI,� I JI:!ELI-1111 iI LItII II LII II�L7_ h ;I lli' ' Ill ILL L III 1 ;. .I . .I / \ 30 YR. ARCHITECTURAL GRADE r I `L _ y y I' 1111 III I'JI-Ell ILII tl1 J.'_I Ij_I , I ; / \ `\\ _ Lf1ILl_ ' LLL[11 ,�4u.,i� ILiIIII_I71_II L_ i111 ;1111. I_W!I II is II I. ItL1Jf_ ILI, n- Wil II- 1111'_ LIJII1L�-ILIIILrili! Lil 1I II ul. LII1 '1111111 ,11' II Llli 1 ROOF SHINGLES 1 _ l� 111LIIIi LII - L !(1 ,I 11111 ll'_,IL tl LI1I- ly 1111111 IIT ILI11.I11 111 II Lill L LLI II 1111(1 Lll l- 111. 1 Si 1.11,111- ELI II IIi.:I111;_I 1. 1111 1114tl C.'• LII+' LL !1'I. 1 I; L 11 { f 45 I + I iLi 1111 11111 11 I 1, 1i II 'l �� FLASH AT ALL BREAKS ;1- I1 I . L11J#- _il` ! GI--L Ill, 'il JJ4 Llf;li SLI 1I 111111 1111 ll FJ ' 1171 111111l;lill ' 11_11 , �I 1111J} Il_, ;1111 U l�l it IIII}111, 1 III II. 11,,11 .�11,I ];TI JI ILIL 'L w !, l 11 I 1,11 I' JlI1lIG ' — V � 111111 � IIL J1.LhLLlllll i. I., Illu ! :I, 1111; IJ�I _ILII. ILIULILI _ IL1L11: L_ ll!..'Lu1l W111 II'1' IL, ; ILIiL�.! 111J11CJJ1 ll�11 W L 'I I ,l .1 L/ ° !- +111'11 U �— 4 ill l I" \ 1 `yfi _ L_ 'ILI11 1f Gil 011 ` 4111 Z 1 1 i 111 .111 1r , o / ;1;1;Sµ uI W fY 1 Il u '111! Ili : 1111 / _ 1 ! 1111 l 1111111 II _� W l I it i _ }� ! I1� 111111111 Ll I1111 ! 11L 11 LULI / i1 1 11 Ili J.'1W w Ili „ il 11 �1T1 I� — _ (1 Fit I� I 1-� 11', III G:!Iu IlflI I \V Iif1i1 II ZW �V111'1L '111'C III� LII SECOND FLOOR LINE ��1 - / \ . - - : ,_� 1�, - - - �LAL it > SECOND FLOOR LINE / - - -- __-- Q Q N- IIaGre]r= - In W �L - -- -- O 6_5 p QQw W z — _ -- T ILI GARAGE FLOOR LINE GRADE GARAGE FLOOR LINE __— GRADE co (N w D" POURED CONCRETE FOUNDATION 1NALL5 — ' o i D"1 POURED CONCRETE FOUNDATION WAI 1 ; ' 1 1 m L p C] 6 " — r--------'� _ L--- -------.-------------_______._____—___—______________—___________L_______..._J L______________________________J_________._ .__ __. _iL QAll: 1 K 2 21 OQ M I0 1 RIG--IT SIDE ELEVATION REAR ELEVATION SHEET # SCALE I/4" = I'-0.. SCALE I/4'I = I'-O" °^a�'.lRMoX,T�.EAE.,r. ", ""]E.XI41EEll � o ME .1RET [ Pi i p[fTOCUCE iNi] CtlWH iC dT,RREE Ort Eu'1icx�/XER w uMVtEtlR�O-1.1. MERE EAR-RAI],]A—T. El AMP ARE ME 'IllM TVEEALAIN �41MTWh M 6 xR'N]]�p]PK'L OT.11-1 P@n,ef,W ARD THREE X'T`°T OF THREE 4EC'j # -y6 a Q m cl CEi bs = O S�O�b * SSP tn tn ryl a + + I_ a + •r� 5 9 6 -B 6 -4 I/2+ p p 5 2 q "4 T 9 - HDR 04 o O 8a; 10'-2" _1 Ilan o Q 411 6u _ 10'_b" 6a o �J w @ -v 2"XB' R.R. ! 16"O.C. p m v ____ m __� v .. L_________ __________� `� 2424 2'X6a C.J. 1 16aO.C. 2�4 m ________ _______ _ •____ __ J l __ ________________•_TO Q F� �4 Bol li Ib'-3a 10'-2" __ II'_q+ B• bn vl 38'-6" -_._ ]� I �I __ O F o v I 11 bn 41_6" I i9 v� b C24' X 24p OOHORETEXCOI FFOOTI �, a LY I • URED CS I a 1 s In q STEEL � r V� W W ON 24 X24• . 12• FOURlD LONG. 1__ �9 A_ _ A i' Lq.. FOOTMG9. II -�-- r----� r_ __ 1 i IIL I IK /✓I lV 1 1 1 I ______ I F —1 I I I I I I I I I I 211 X IO" J � FLOOR =' I JOISTS p a. 61111 1_10n ,• au I,1_4u II'-0" _ 111_411 ;a" O Q a J I 1611 g , UNEXCAVAT D m a ; 3 CAR ARA 0. , 4" P.C.FLOOR 5LAB W/ 1 �1 I 1 - FILL AND COMPACT AS EQD. 1 1 IL �7 I 6X6 WIA X WL4 WIRE MESH L3 I m bn II'_6+ (V I III-ON N I II'-b" 6+ 1 1 . . PC6T e01.ID qA. ENTRY UNIT I I I HR FPSC INSUL e a mDROPTOP of FOUNOAT A5 REQUIRED FOR DOOR OPFNRYdO m POST GIRDERD T QUADRUPLE FLOOR BTS I W/ 4-4•X6+ Rtt]J UNDER KNEE WALL AElaa O 10 99i_an 'O 1 B" m 1 341-0a 1- - I I 1 1 m 5 - 2+X10• HDR'4 S - 2•X110• NDR �q 5 - 4•X10' WDR.9 0 - fV-10 ___ ______ ___ ___ ___ ___ ______ ____� 9-o XS . GAR. DR. 9-O Xd- AGAR. DR. 9 - WR. DR'-o• .H a• .H ' o• .HDROP TOP OF FaINDATION AS R OPMID POR OVERHEAD 3 LL QOGVR OPENINGS. LQ 10" 3'-4u 4" q'_411 11_an gl_4n p_an q'-411 I'-10" 2''b" 2'_0+ 6'-6" II'-Oa N1_0u 61-6+ - 4--6" _ - 561-01, - -__ __ 11 _- —.- __- 3q' 6• -_ __ _— 391_611 W QQn W V I W � w Q z U Q W 4 UQ �_ GARAGE FOUNDATION PLAN GARAGEFLOOR PLAN = Q a w SCALE: I/4 1'-011 I o (L U w E: Z GARAGE AREA: 976 SO. FT. EDN > � Z U N 0PI = � d 0 01010A v SHEET # pi,IT Il ''"cinixe ro p. rx] n']r] rsei " fx�m .1rw...rrTx ixf"fwf o .xwrronaeo urfwrl]x a lune oxx.1 ]IS..�Iwnw O w rx xe.1 ian.]i.rf ewrwnax.uu ]iz]v1�e w"o.�xe�µ"x°e mx`�`aaenc:i�w ixif.�wnf�ix"exr o. TIF]OMAx'PWJfCµo TwTpMBAagfYIX.,GE ., .1114. OF THREE �A� 2 , EA E 4 y abs - i O MATERIAL NOTES : ROOF CONSTRUCTION FLOOR CONSTRUCTION ARCHITECTURAL GRADE ASPHALT ROOF 5HI14GLE5 FLOOR FINISHES AS PER PLANS ,_ „ PROVIDE CONTINUOUS RIDGE VENT SEE ELEVATIONS 3/4" PLYWOOD SUB-FLOOR _-__ _3? __-__._ ___ I'-0" ro E 15# FELT PAPER 2"X10" FLOOR JOIST IF 16" O.C. 1/2" PLYWOOD SHEATHING 5/4"X4" GRO55 BRIDGING WHERE REQUIRED 9'-7" 2"XIO" RIDGE OR AS NOTED ON ROOF FRAMING PLAN 2-2"X6" TREATED SILL WITH SILL SEAL 22'-l0° 5'—I" 2"XB" ROOF RAFTERS @ 16" O.G. ALUMINUM TERMITE SHIELD LME oP RCOF eELow ti 2"X6" S 2'XB" CEILING JOISTS @ 1611 O.C. -- ' — b WALL CONSTRUCTIONa FOUNDATION CONSTRUCTION s � � c � ALUMINUM GUTTERS AND LEADERS I/2" ANCHOR BOLTS @ W-0" O,C. MAY I/2" PLYWOOD SHEATHING �� 8" P. G. CONCRETE FOUNDATIOIN WAI_L.5 _ sPOR � :o sPDW 2424 2 X b STUDS @ Ib O.C. W/ 2 X 6 SHOE Ib"X8" CONCRETE WALL FOOTINGS Y-� .4 Gj R DOUBLE 2 X 6 PLATE EXTETIOiR WALLS 3 - 1 3/411 X q 1/2" G P LAM BUILT UP GIRDERS < C4 2 X 4 STUDS @ 16 O.G. W/ 2 X 4 SHOE 3 V2" iSTEEL LALLY COLUMNS I@ 15#/F7. t DOUBLE 2 X 4 PLATE INTERIOR WALLS 24 X24 XI2 CONCRETE COLUMN FOOTINGS Ci I/2" GYPSUM BOARD ALL WALLS < CEILINGS 4" CONCRETE FLOOR SLAB W/ 6X6 WI,4 X WL4 WIRE MESH --' ° •� o I < UNLESS NOTED v V v v NORCO PRIMED INSULATING GLASS WINDOWSV-0' KNEE WALL O - 6'-0' KNEE WALL b (SOL) 7/8" MUNTIN BARS 5/4" X G" CORNER BOARDS °% WHITE CEDAR PERFECTION SHINGLES TYVEK HOU5EWRAP, OR EQUAL U `IRE DP `�. BREAK STORAGE ATTIC (6 LINE DP CW. BREAK N T 3/4" PLYWOOD SUB FLOOR IL N FASCIA CONSTRUCTION au auk I" X 8" FASCIA ra V r �� eV 8" OVERHANGS N 3/B" PLYWOOD SOFFITS yryv ry 2" CONTINUOUS SOFFIT VENTS A § _— 2' x 12' RIDGE --- m 2' x 12' RIDGE —_ tD CT § O FRIEZE BOARD TO MATCH HOUSE W/ 1 5/8" SOLID CROWN CAP 'A " ILL o ...kkk ip ry T OY RAKE FASCIA CONSTRUCTION LINE DF CLC. BREAK � P R�\+9 LINE OF CLC. BREAK_ I" X 8" RAKE FASCIA W/ 2 1/4" SOLID CROWN RAKE CAP 'T -- - ---- -- ---- ----------�--F� p °LI aq� ;a I __ C x8" GABLE OVERHANGS 6e 0u -10 2 -4" 10'-10e 6 o 3/B PLYWOOD SOFFITS 4 , I" X 611 RAKE FRIEZE W/ 15/B" FRIEZE CAP ,:;•, ll_IL ..-. , _;,," ::_. . 2" X' B' ROOF RAFT. 0116' O.C. 2' X " C. IF I _ -- -- '*. " 5'-0' KNEE WALL O @ Ib O.G. - V-0' KNEE WALL in Fv L;l KNEE L I m I12AV �. ' m ' \ �Yf _- 9 - 2� 10' HDR. I 12 � � sPDM 424-2 12�/ — -- --- — _ TOIP OF PLATE __—__ L L NE aP ✓RASE wAu eELgw PROVIDE 2 - 2' X 6' STRONG EIAGK AND RANG CEILING JOI5T5 3 Q fRJ'I'I RIDGE AT 92' D.C. LL- \ / LME ROOF AND T b'-8" 6'-0" 1 1 I •�L STORAGE ALLI TTIC L eEraND 5'-0' 0'-4° -. _- —__-.13'-4° o'-lo" _ U TOP §f SUB_FLOOR _ W _ __- _ _ :EOE OF PLATE 11 � W 4 w GARAGE ATTIC PLAN Q > THREE CAR GARAGE P SCALE I/4" = I'—O" W U� GRADE — __ TOIP OF FOUNDATION Fr __1 _ 6 lI Jco IN O (f) ` O p W O F 3 W co SECTION G o o SCALE: 1/4" = I'-011 3 SHEET L —TS ALL aRHTSQPEY¢vEpxrtKrvn! EA', P¢HHnp E—LIS, 4KHrtEci TN!HXH IAEA aE�9E�ti.i-HE o E Tl.¢A'I T'Sll M iID EPTi E TN[RK! p wlnn STATE a lune mcuPErvro n n�IpuTla, aEi«i MSH•m eT..re Ewunw E.A+ EE 111 .AEE i'E Ia FlTT Qp'I T[EI.PCH iKTun[Ni 6 X (\J µ1XmeE1EESryA . �°Y .—IX 111a f Ta' NKHT2i OF T X607 e N `s r i o 0 sS� orb ti� OSED CIT R ID N E ILS�0,PR P 00 rq MATTITUCK r^ N C/1 � NE'J' W z 411!� z 00 Wa � < a o T. MG. FLUES GEENT CAP BRICK CHIMNEY PROVIDE CONT,1HROUGH FLASHING @ ROOF/CHIMNEY INTERSECTION ( , Q Z 30 YR. ARCHITECTURAL GRADE ROOF SHINGLES FLA514 AT ALL BREAKS CONT. RIDGE VENT Frl Z W O IDLE VENT P. p Z PROVIDE ROOF CRICKET AS REO'D. D FANCY GUT CEDAR SHINGLES ! GABLE ENDS r RAKE FASCIA NOTES: , O CONT. RIDGE VENT ,`// RIDGE VENT--� 1"X8" TRIM BOARD W/ 2 1/4" SOLID CROWN w I"X8" RAKE FASCIA MLD'G. CAP- FLASH AS REO'D. U N 2 1/4" SOLID GROWN RAKE CAP CONT. RIDGE VENT 8" GABLE OVERHANG 3/8" PLYWOOD SOFFITS FASCIA NOTES: III RAKE FRIEZE 11111 liTtlill IIIIIIIIIIIIHIIIIT 1 5/8" SOLID GROWN RAKE FRIEZE GAP ALUMINUM GUTTERS AND LEADERS F+ti M I"X8" FASCIA ^' 8" OVERHANG [LATNii ilin ii, itlili ilml ' 3/8" PLYWOOD SOFFITS 111 2" CONTINUOUS SOFFIT VENTS FULL FRIEZE BOARDS 5/4'W CORNER BOARDS UPPER PORCH RAIL 6"X6"/ 5/4'POSTS BOXED OUT TO 10"XIO" ® ® ® WPINE GAP 34" ��NIGH RAILING �i 5/4 BALUSTERS AT 6 O.C. FLAIR BOTTOM 3 COAR5E5 OF SIDING- SEE DETAIL - SECTION SHEET N SECOND FLOOR LINE LL_ Iz O v ® ® R G 50 R. R. R R PORCH NOTES: W W ® ® ® ® 34" HIGH RAILING W FR R FR R G ® ® G ® ® 6"X6" POSTS BOXED OUT WITH PINE 8"XB" U TO W/ 10"X10" BASE AND CAP Z (1/ I' 6 -JOINL R N D D TOP AND BOTTOM PO5 AT RCH RAIL 5/4" x lo" SKIRT BOARD T � PANELS AS SHOWN � T 55/8'BR SQUARE CEDAR LATTICE W W FIRST FLOOR LINE _ Z Q Q GRADE W Q V o z �z IY L tN 12" m P.C. PIER FTG5. -7- v BASEMENT FLOOR LINE Bi POURED CONCRETE FOUNDATION WALLS - 2 -r�--------r'--- --r`---- -------------------------------------------------------------- ---------------------------- -------------------- CL U W Z L____ L____---- --L__________________________________________________J__--______---_______---_____________-_--_--_-------__-------____J_____________----_______________J n v 1 / F- J J a O I c LL 6 N � m m F D Q d f Lj Z 3 FRONT ELEVATION sn �w o a aw > a :1 K 2 W Q o u SCALE 1/4" = I '-0" n d SHEET # 9 r G. BIfM SAT W.�t6TJFE wig PioWp ewb. Li'4IFir 41"4"r�RlYVm eve uurten emmvm ra ucur io nesn"ouce Hie omiw x m anon ae wr rcana nares wvnvm¢m. rmwna a nmc aruaare n.�iaiia" a iuc xa come erre mr nes w+. nese aw+mra "o erreieiunan wxe u1 imrmmar ar amvne um ue ne r "every a ra.wairrcr nme Hunan woe amimia wire ��a r, exfsir m.mina OF NINE w a 2EOS i" Abp . a y N L ❑ �I � 4 i bis/O '- SSPE �h # 4'-211 X1_011 Ig1_41n 23'-B" ll'-4" 11_011 5'-0" q'-4" 5'-01, 3'-II" 15'-10" 3'-11" 11-411 T-0" 71_0" 71_0" V1 � W N LINE OF DECK �y AND ST PS ABOVE- F - - - - - - - - -{ Fr'1`/1 of 12"0 P.C. PIER FOOTINGS iv 36' MIN. INTO GRADE OR W m TO UND15TURBED SOIL, (TYP,) 3 - 2" X 10" CCA CONTINUOUS BL ILT UP GIRDER N v ' >4 a Wo Q ` F" Z o V U CONTINUOUS 2" X B" CGA DEC L DGER2; U LAG BOLTED TO THE HOUSE E W O cD AND FLASHED, L11 PROVIDE DRAIN TO PROPERLY SIZED DROP TOP OF FOUNDATION AT �Iu m 28 17 __ m _ m 28 17 DRYWELL AT OF A TO O _- _ - - -_ _____ _ __ ------------------ ------ i r 5 DED AREA AS REQUIRED 1-rl - ADJUST STAIR TO GRADE I Q 1 —T f 1 12'0 P.C. PIER FOOTINGS v1 o i 1 1 36" MIN. INTO GRADE OR m N 'fTRY I � TO UNDISTURBED SOIL. (TYP.) N RI L U!l I_ ° 1 nl I• I'-On O I I N I I 28 17 m - -'------- 28 17 --- ------------ ---- ----- ------------ - . • ; . .. o ----------------------- ------- j .: BRIDGE O m 2'X8' CCALINE OF PORCH DECK JETS AND STEPS ABOVE I B11i ' li o Iq1-4" 1 m 221_4" U_ Q/ 121-4n Bxl ! 14' of Tl I m — w 1 -------------------- lI-N • - I T T I _ _________________ _ r IB'-11111 � I 9'-3" 6'-II" 6'-II' 0 121_0" B"11 .' I 5'_0" � 11 1_Ob ' N ry 0 O BRIDGE - BRIDGE V M S.D. U ' I i % • �' ' _____ __r r_L_r r_ _ r__ _r r__ _� J m '� X+3 STEEL GI D RI - II o nl ' L _• L,^„ N i- __ _-- _ '__" _ -- _'i .( III I.w � i ' � 6PT 9111E • E •%• HEAT I � � o `----� `----' .. UNIT AND H.W.H. .0 REGUIRf(D. HEAT •. Q 1 y _m _� X tW I o ygygy w r----, lV r- �_ 6 o ° }3111 �_ W 8 X 13 NEEL� (�IR ER _ _ Il7 OCN OI FULL CELLAR III Ii "' B. _ 111_611 :q- . =I ''____� �, Id r K_1 4° P.C.FLOOR SLAB 'D ul Ii B - ^,•' : r B'-2u B1_3u W _ g1_3n r 191 13'_6• '�� III 121-411 j B" _ _ J ----------------------- ------ :II N 2nXIO° FLOOR JOISTS — ° .' ° 0 m l . w • • --------------------- ------------------ --------- 11 Ioc : I O — p fl I = LL — — — I — _ ' ' I \ --------__�I � � � X31 ' xT ml Y LULU -------------------- s I 2"X10' 3IFLOOR JOISTS r ° Z — n W m Bni 'i 191_411 1 r I 16,114" O.G. IIN Q I1 ' _____ ___________________________ I PROVIDE BEAn HOCJCET j = 44.1 ,r' '... ;. , •. ' . ' GRDUT BEAM 60LI0 T4-P.). . . .r . . •. Q -- -----m-- ----------------- `- _ I m J m I ----'---------- -------- -------------------- ' Lu _ - --- Lo CONTINUOS 2" X B" CCA DECK LE ERJ m m LAG BOL w 'c ED TO THE HOUSE I a Q AND FLASHED. r CONTINUOUS 2" X e" CCA DECK LEDGER } LAG BOLTED TO THE NOUSE1 , 1 Q W in AND FLASHED. ' �• N 5 O Y 7 OL CLI00= 12'0 P.C. PIER FOOTINGS Q - - - - - - - - - - - 36' MIN. INTO GRADE OR LINE OF PORCH TO UNDISTURBED SOIL. (TTP.) a A AND STEPS ABOVE 0 m N FOUNDATION NOTES: 0 1/2' ANCHOR BOLTS • W-0" O.C. MAX. B' CONCRETE FOUNDATION WALLS (8-0" H.) 6 16"X5" CONCRETE WALL FOOTINGS C•� W B X 13 STEEL GIRDERS H 3 1/2" STEEL LAI-LY COLUMNS 0 154/FT. U v 1'-0" q'-1" q'-B" 11'-5" 10'-10" I'-O" 24"X24"XI2" CONCRETE COLUMN FOOTINGS W z 0 4' CONCRETE FLOOR SLAB X1'-7" BASEMENT SASH B'-011 Ig'-4' 231DAM _8„ 12,-411 a AMPPROOF FOUNDATION BELOW GRADE p 67'-6" c v m m y FOUNDATION PLAN xJO1RLT wowm Ta awr ro lmxmlrce rum omwu m Rm.err ae arc ramw Txmmr SCALE: I/4" = I'—O" w"""ru°rva1 r�al�rn ii mu-wnw`n""'O1fe 1e n ncuna Time nuu"vr,xxo erenriumm�xm wu ixsmunwr w eorvrm um ue nm nnrven a rue aralnecT. Y Lii m°�i '+�nc�r'°a"aror'"1CrRni�me"",f s1Ofvaliee°laFi w"'°rxe N AIYNRmI'. u v ' 0 L 0 W 6 U C oY3 ¢ y c O � l z° O 4'-2° 8'-D" Iq'-4" P 4'-1" 3'-II" 5'-0" 9'-4" 5'-0" 3'-II" 7'-II" 7'-II" 3'-II" T-7' 0-4" 11' 0" W-4" r� 00 v 1 pip cq W t-n w m PECK � z RAILING qQTE � 6"X6' POSTS BOXED OUT 41TH 5/4" PINE TO 10'X101 W. 54" PINE CAP W SEE REAR ELEVATION r/•� ¢ Qy TOP AND BOTTOM PORCH RAIL �•f SET 34" ABOVE DECK. EAR U I •,4 5/ 4' 5TK 4' BALLUSTERS AT 6" O.C. _ _5m DECK _ y STAIR RAI .ING NOT 5. z 6"X6" POSTS W/ 5/4" PIN C NP q U �y ANCHOR POSTS SOLID T NCRETE FDN. WALL. < w :4 TOP AND BOTTOM POR( IL a SET 34' MIN. ABOVE U E. 5/4' BALLUS ER5 AT b" .0 A 3 - 134• N 17/D' G P HEADER � r ` N Q' DNI i[1 V �I N 22i_8u o bu H �000000 DINING RM. 3 0 6" 3'-6" 4" 6" M 3 - 2' % 10' HDR. - PINE PLANK FLOOR u PANTRI CL 6 SHELV 1 V 2a 2a AT o C FLOC IR GEORGIA PACIFIC "WIF-33" II.BB" a 3 - 2• % 10' HDR 11 �� I _ 6/�4'MX 4 S71K� v 2n @ 66 o.c a` WEA'fHERSTRIPP W O I6 DR ��Ia�6DL caR � � ? MUD RM. = u :a 2n a ry C T FLOOR rtt Im ? rb! 9.D .1F6 TRIMMED OPG. 3�1 3/4' X 11 7. 4 P W'iMEADERQO ' L8CIFIC 'WIF-33" II.BB" 2 - 3/+' xvin'G P LAM HEADER I6" o.c. a- UNDER -----------N ROOI ILIV NG / FAMILY RM.PLANK FLOOR PINE PLANK FLOOR Ili_8n ,/ o KITCHEN 6' 6._q., 2'ryC T FLOOR 3 - 2' % t0' HDR. SH PL GEORGIA P,dL C "WIF-33' ILBB" IN `��HR MIBON CON -TOR SHALL COORDINATE _ @ OYER I.vaD THE RREP CONSTRUCTION WITH fy OWNER TO U3 CUSi MANTLE nW9 O O p 3 - 2' % 10' HDR. SUPPLIED BY NER. _S N PLANK FL. ' 1 ' z x V W W m :3 b" IB' -IOu • 6 81_lo" 4" 2' 4" Ip_2.1 w U P b" ftoLuW- 2' % 10' HDR. LIN L. UNIT D' 91 IGH�9 3 2 iLll4Lx HEADER 3 - 2' % 10' HDR. li z COVERED PORCH w - 6CEDAR D S NG � / PORCH R NILING NOTES: 6"X6" POSTS BOXED OUT WITH 5/4" PINE TO 8'X8' AND MID ECTION O f" AND 10"XI AT BASE AND CAI . SEE n A ELEVAT104S. 6 TOP AND BOTTOM PORCH RAIL Q Q (JJ SET 34" E DECK. (CU w Z Z n 5/4" BALLU TERS AT 6" O.C. u 6 1 N I- (0 CV " 5" q _B" 1-3•' 5" II' 5" 5' II' O" 5" O m m (N £ 9'-4" 5'-O" II'-6° b -1' 3' I" 4' 5 -0 ' ' " J LL j Z Y W _ 3' 8' OIq'-423'-8" 12'-4" 4'_2u 3 U u- 1- aa a 67i_bu d 0 � V K S U m SHEET # FIRST FLOG) PLAN iu"�in e+n�r"umn�n"ra��nenawv TMie onrx SCALE: 1/4" = II-011 LIVINGAREA: 1472 . . µ" �.M.µ rtw 5QFTaowicepwo uee"xe rwe�n��wyi�ule{uwmsr. OF NINE 0 0 w J,60 5 y R W Z p '^ N v I � 00 W N C/1 W M W-2n 51_0n 19'_4• 23'-B" 12'-411 y 6'- 12'-b" W-5" 3'-0" q'-4" 00 6" l` W W � F 6 Q•1 C U I O 5PD42428-2 SPDH 2422 �y rte, z 3 - 2" X 10' HDR. .p Q U + z A Q GLiN W TUB h 6 W 0 2'10 7'-10" 6" Ey Ny O - I p p 0 ~ U{, o SPDH 2428 y 5PDN 425-2 � x I'" BEDROOM CDYI 2B H 'G U u 3 - 2• x o• MDR. 1/2" CPT. UNDERLAYMENT P�orxET 'D IR p M W EV-2- 2a YIINDOW SEAT ______SLI PL__ _ BAT14 a N 1 'io W.I. CL o 5Q GT. FILIv4u 51_4n 4• 2B 61_5" 6n 12'_2" 0 q 121 O y_ec 4n 2 0" 4n B.D. L +� � U I 22 Q ytry 1�7 M P�ROEJIDE INSULATED 'L'IY ry a� LE - 2A BALCONYSAFETY GLASS IN 3 \ BEDROOMWINDO AT TUB + O o — — _ _ — _ — PINE PLANK FL ATT �E9e v o_ mp PLATFORM. � — — — —T — P 251/2" CPT. UNDERLAYMENT— PORCH ROOF BELOWLINE OF TRAY GLC.—� : Ii II q" 3' n �q / 3 - V , �+ PROM LAUNDRY fH1UTE TO f p 6- WASH / DRYER AREA BELOW N x p' EILING JOISTS L ® r N S.D.5 _ 14 9 ' 3 -IF 2' X10• "DR. N 1b"Ill-5" O.C. �� I y x g" 'v I CEILI G JOISTS b M. BATH LO ri. BEDROOM @ pH 6" O.C. 5C.T. FLOOR I/2° 1'PT. LAYMENT �f'LI 2' SPD2428-2 �3 ? ` UNDER :1 OPEN � ' sq +� "-' 2" K 8" CEILING J015T5 - TO BELOW g 22 @ I6" D.C. m d 3 - 2' X10Hog. SET CLC. JETS AT 10'-0' AFF AT MASTER BEDROOM FOR TRAY GLC. BEDROOM `9 o •' 1 v 1/2" CPT. UNDERLAYMENT 4 N m NOTE SPDH 2422-2 -LINE OF TRAY YXIl' —CONTRACTOR TO COORDINATE HEIGHT OF TUB LATUB. WITHMANUFACTURER TUB. ICE. E MOTOR ACCESS OR SERVICE. �3 - z' x lo' HDR. 3R. 6u e'-10" 4" k 12'_0"4" I11-2" b" 11 1 m W LU 0 WHD-5 OXb-IIF WHD-5 OX6-IIF `3 3 _ 4• % IN HDR. 3 - Z' X 10' HDR. U �- N Z .3 5PDH 2428-2 :0 SPM-2428-2 t 1 I n/ D -1 w 3 ,10 BALCONY o REC DURADEK FRPROOFINGLE PLT _ MBYBRAN ROOFD 11 1 � w 1A Z LU LLIQ � / nq A& QI.LI5n 1_3n 5° OL 4'-1" 3'-II" q1-4" 5'-0" 6'-I" II'-6" 6'-I° 6'_4x l , }- 1 w N � 3 4'-2" 5'-0" Iq'_q' Q Q LLI U W � Z N 6 m 6 1 ry CONN J LL � ONtY m N 6 ry < Lo O p W Z Y LL, o SECOND FLOOR PLAN 0 w 3 w N ' � a � = L � o SCALE: 1/4" = 1' -011 0 0 o v o k LIVING AREA: 1348 SO. FT. m SHEET # m m fA1}pIT Nq NGYT6NK CNT11 . IYLNiO m uo11TxT"move Tm unrt ro weawxs T"u w_._.. _., u m mmm�a•ury ramw Tre•v N YXWM1WIIO KimAT1M w Tlmc LO�AMf 1!�VMAATYN w Txe xw rws x"rz mr nw I.u1. Tame"wr"xs Iwv rE IerwTian�cn�xerxnwr w eorvw<wno u¢ra nasan w Txc uwrtcr. a n� a� mMn m� Bowra OF NINE .Itl11TMT. v w U SEOj # �6 O' P v W N z 6 z° O 00 W N L W M Z � z 00 Wa F � Qa o U I Imo. N ✓�LINE OF GABLE END OVERHANG � a QAC � �I ----------------------------- -----------------------------, W I-0 , II I � LINE OF ROOF OVERHANG II II x 2 XU ROOF RAFT. LINE OF GABLE END OVERHANG r -- V j @ 16" D.C. U Q --- ---------------------- ------------------------ N I I - ' 1�1 y{ I I L GA LL GAG aE VOA ° i r'Y Q r'Y W 2" x 10" RIDGE BEAM co II � 2' %e' RCDF RAFT. Y x 1& RIDGE B ,�,'� * 2' x IV RI EAM � 2" x 10" RIDGE BEAM N • 16' o.c. �� _ I 4kl N � I I OR Is 1 W CD LINE OF GABLE END OVERHANG Xx _ _ __ _ ____ i E\b C'V aa �; CN , ry y Q W In �q t V W Q N -------------------J �'�' mC +p ; i LINE OF ROOF OVERHANG ____________________ O L ti j p + P II U' LU LLj LINE OF ROOF OVERHANG i i Z" X S" ROOF RAFT, U I z RWIDE ROOF CRICKET _____________________ w I A" TNI ARCA A9 RCfiD. ______________________________� LINE OF GABLE END OVERHANG nnW/ w SECOND FLOOR BALCONY BELOW L.C. Z LU I F - Q > w Q W UY A � UCL Q � o cz Lu Q U w Fz a 6 o _ � I CIDN > N J co N a m m ROOF FRAN I NG PLAN W Z o W o ui W 0 N -1 SCALE: 1/4" = I'-0" 0 � '� w e.N o I I 0 L b r SHEET # R]M AIGRCIYk U,., wOWD,Gw.di ,NGltt[CT ' TMe Aralr6i xOR/G Tlw wort m xerwws Txn oelax u rte vmxerr d wm rams r�exw � 'I a YIWTW1Qm KTWTKNd TIpC FGRIpM IIA V'gATYAI d TK ISW YqU(eTATe pA1GTP1 VN. TXW PVYIIIW wl�M6IFlGTYIY MI.W INeAllm.'r d i ean¢A!w AIQ Txe ncevtn d rxe Alulrsr. a OF NINE L 6 LJ 6 \SACT 'h .yb0 c) �73 MATERIAL NOTES :o y �a LL W ' 0 6 ROOF CONSTRUCTION FLOOR CONSTRUCTION GENERAL NOTES ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES FLOOR FIN15PES AS PER PLANS PROVIDE CONTINUOUS RIDGE VENT SEE ELEVATIONS 3/4" PLYWOOD SUB-FLOOR 15# FELT PAPER 2"X10" FLOOR J015T AT FIRST FLOOR. I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL 1/2" PLYWOOD SHEATHING GEORGIA PACIFIC WOOD "I" FLOOR BEAMS AT SECOND FLOOR 2"XRIDGE OR A5 NOTED ON ROOF FRAMING PLAN 5/4"X4" CROSS BRIDGING WHERE REQUIRED BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE 2"XB" ROOF RAFTERS @ 16" O.G. 2-2"X6" TREATED SILL WITH SILL SEAL THESE DRAWINGS. 2"X(V t 2"X8" CEILING JOISTS @ 16" O.G. ALUMINUM TERMITE SHIELD 2"X4" COLLAR TIES @ 48" O.G. 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL N CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED WALL CONSTRUCTION W) 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THI5 PLAN'S STRUCTURAL FOUNDATION CONSTRUCTION o0 CONFORMANCE WI/2 WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE ALUMINUM GUTTERS AND LEADERS N " ANCHOR BOLTS @ 8'-0" O.G. MAX.. 1 00 CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING I/2" PLYWOOD SHEATHING 8 11 CONCRETE FOUNDATION WALLS (8-D" H.) 4 CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. 2" X 6" STUDS @ 16" O.G. W/ 2" X 611 SHOE t DOUBLE 2" X 6" PLATE EXTETIOR WALLS W X8 CONCRETE WALL FOOTINGS 1 aI 2" X 4" STUDS @ 16" O.G. / 2" X 4" SHOE 8 X 13 STEEL GIRDERS ^ ^ 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, 2 TON pef CAPACITY MINIMUM. „ 11 . 3 3 1/2 STEEL LALLY COLUMNS @ 15#/FT. t DOUBLE 2 X 4 PLATE INTERIOR WALLS 24:'X24"X12" CONCRETE COLUMN FOOTINGS � W M ,7.i 5. ALL CONCRETE SHALL BE 2500 psl AT 25 DAYS MINIMUM. 1/2" GYPSUM BOARD ALL WALLS t CEILINGS 4" CONCRETE FLOOR SLAB UNLESS NOTED I_ " 1_ " 00 2 8 XI 7 ANDERSEN BASEMENT SASH 00 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. NORCO PRIMED INSULATING GLA55 WINDOWS DAMPPROOF FOUNDATION BELOW GRADE ,7.y E-1,600,000 p51 AND fb- EQUIVALENT TO MEMBER SIZE, ALL GLU LAM BEAMS (SDL) 7/8 MUNTIN BARS TO HAVE AN E-1,800,000 p5l AND AN fb-2,400 PI. ALL GP LAM HEADERS 5/4" X 4" CORNER BOARDS AT FIRST FLOOR AND BEAMS TO HAVE AN E-2,000,000 p5l AND AN fb-2,500 pal. WHITE CEDAR PERFECTION SHINGLES w ~ 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING 7YVEK HOUSEWRAP, OR EQUAL INSULATION PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS DESIGNATED ON THE PLANS. V 1 d a O 6" R-Iq @ CELLAR CEILING B. ALL HEADERS OVER DOORS AND WINDOV45 SHALL BE 2-2'X6' 0 4" WALLS AND FASCIA CONSTRUCTION 6" R-Iq @ EXTERIOR WALLS p 1 3-2"X6" 0 6" WALLS OR AS DESIGNATED ON THE PLANS. 6" R- @SLOPED CEILINGS rn I" X 8" FASCIA q" R-33 0 4P FLAT CEILINGS ti q. PROVIDE 34' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED B" OVERHANGS ^ 4 1B" ABOVE GRADE. 3/B" PLYWOOD SOFFITS A GU z 1 2" CONTINUOUS SOFFIT VENTS 10. PROVIDE DIRECT WIRED SMOKE DETECTORS AS REQUIRED BY CODE. FULL FRIEZE BOARDS W/ 15/8" SOLID CROWN CAP G W .O 11. PROVIDE 1/2° TYPE X FIRE CODE 5HEETROCK AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS REQUIRED. RAKE FASCIA CONSTRUCTION y�.I 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. THESE DRAWINGS ANDIIA.1 U 1 5PECIFICATION5 HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE I" X 8" RAKE FASCIA W/ 2 I/4" SOLID CROWN RAKE CAP O UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION 8" GABLE OVERHANGS U AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY 3/5" PLYWOOD SOFFITS `/ CONSERVATION CONSTRUCTION CODE. P X 6" RAKE FRIEZE W/ 1 5/8" FRIEZE CAP r �y V'1 5/4" PERED WOOD BLOCKING 13. ALL TECO FASTENERS TO BE ATTACHED WITH TECO NAILS,. Ql C'V 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND WHITE C DAR PERFECTION SHINGLES ~� P4 BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONTINU 5 FLASHING /5I f+'1 CONCEALED SPACES TO B'-0' VERTICALLY AND 20'-0" HORIZONTALLY. w ~ 5/4" TAPE ED WOOD BLOCKING .-N 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER OR ARCHITECT PRIOR TO STARTING 12 CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN OBTAINED. I2 16. PROVIDE SHELF AND POLE AT ALL CLOSETS, 5 SHELVES AT ALL PANTRYS AND LINEN CLOSETS. SPLAY 5HIINGLE DETAIL SCALE I" - 1'-0" TOP OF PLATE N MASTER BEDROOM - LL m LL vO ENERGY CALCULATIONS BALCONY ' 1t THIS PLAN CONFORMS TO PART 6 ( 7615 ) BUILDING DESIGN BY THERMAL W RATING METHOD OF THE NEW YORK STATE AERGY CONSERVATION cafrsTRucrwN _ TOP OF SUB_ FLOOR___L U CODE EFFECTIVE MARCH I, MI. n/ TOP COMPUANCE WITH THIS SECTION WILL REQUIRE A TOTAL THERMAL RATING OF ZERO _ OF PLATE __—__ w W_ OR ABOVE, Q W DESIGN DATA: (() DEGREE DAYS 6000 WINTER DESIGN TEMPERATURE EXT. 1— DEGREES FGT. PORCH LIVING RM / FAMILY RM. I.Q- W SUMMER DESIGN TEMPERATURE EXT. 67 DEGREES FGT. 71 DEGREES FGT. Q THERMAL RATINGS: w Q BUILDING COMPONENT NET COMP. "U° THERMAL TABLE __ TOP OF SUB_ FLOOR __ Q Q U AREA VALUE RATING USED O 2570 soft. o5I +266 6-1 TOP OF FOUNDATION OPAQUE WALL (FRAME / CAVITY) --- --- O U � � )- WINDOW AREA 591 5q,ft 34 -138 6-1 J ID 1 ENTRY DOOR AREA 64 Sq,ft. .32 -13 6-I GRADE /[n�Y '�' \\ ~ SPECIALTY DOOR AREA 285 5q,Ft. .34 -69 6-I l-L- V ll-I z 0 SLIDING DOOR AREA - FULL CELLAR 'v CEILING WITH ATTIC ABOVE 1472 5%Ft .037 +14 6-3 o CEILING / ROOF -- -- -- -- 61 J N SKYLIGHTS -- -- -- -- — - � (JJONa in FLOORS OVER UNHEATED SPACES 1472 5%Ft. .049 0 6-3 TOP OF FOOTING co o FLOORS EXP. TO AMBIENT GOND. __ __ __ __ 6 O Q Q v`q W Z Y S LL TOTAL THERMAL RATING J £ �1 Lil o ALL CONsfl1N.TIW, FLE[TPIGLI AND MEOV"1UL MAK 51MLE MM THE FFRf01C111YE ETWA M AS STATED IN SFLil015� w Q I 75134, 7535, MI3211 7513.21, 751313, 75131q, 751320, M13.14, 751315, 7513.31 THR MBB d U O U THROUGH 7513 54 OF THIS CODE v SECTION ! H SHEET # SCALE: 1/4" = 1'-011 6 N ,q. m.1 �T• .��°u.n• •o a �+ TN!•NCI Nemo Tra mMrt !nN°um!Tun oneu M LTO IX11111iT[R AM MlRWI TNpyT. NYv=_/J.iAMTIM A'Tm NCNI'IIp11]161 V W1TM R 111!NG TQIK M"TL 0K TW 4N. T®l WMNy YN 0161EIf Tl"An M IW1TW'IB1T 6 ]R112/JIG.W TIC MIRI P TVL AM11R1T OF NINE Y O L W Q U a y z � � 4 O SAO Sip �a 00 00 N T.C. FLUES CEMENT CAP ✓IO 30 '1 ARCHITECTURAL GRADE BRICK CHIMNEY ROOF SHINGLES PROVIDE CONT.THROUGH FLASHING I--� FLASl AT ALL BREAKS @ ROOF/CHIMNEY INTERSECTION W M zv CONT. RIDGE VENT z 00 1111 if if if it lirli fit if lill if if,111 11 IT If If IT 11 It IT it I= m a r~ v1 F .a. � H U 1 � I FASCIA NOTES: A a U z a U «� ALUMINUM GUTTERS AND LEADERS I"XB" FASCIA B" OVERHANG 3/8" PLYWOOD SOFFITS v 2" CONTINUOUS SOFFIT VENTS FULL FRIEZE BOARDS u U 5/4"X6" CORNER BOARDS V < Q N FLAIR BOTTOM 3 COARSES OF SIDING- UPPER PORCH RAIL ' ti SEE DETAIL - SECTION SHEEP 6"X6" POSTS BOXED OUT TO 10"XIO" Ali W/ 5/4' PINE CAP 34" NIGH RAILING 5/4" BALUSTERS AT 6" O.G. SECOND FLOOR LINEFl I DECK RAIL R R 6"X 6"X6" P05T5 BOXED OUT TO 10"XIO" I W/ 5/4' PINE CAP "POSTS ERSBO AT 6" O.G. PORCH NOTES: 6"X6" POSTS BOXED OUT WITH 5/4" PINE TO 8"X8" W/ 10'X10" BASE AND GAP ' 34" HIGH RAILING FIRST FLOOR LINE TOP AND BOTTOM PORCH RAIL N _ 5/4" BALUSTERS AT 6" O.G. 1 5/8" SQUARE PATTERN CEDAR LATTICE PANELS AS SHOWNLL v O — GRADE ® ® LU LU I I I I I I I I I I U i-- � I I I I I I aZ _ r-- 12' 0 P.C. PIER FT69.1 in B" POURED' CONCRETE FOUNDATION WALL5i L W W I I I I I I 1-1 BASEMENT FLOOR LINE__ _- SII w w �� T---------�-` -r-------------— n/ `r---------Y-------1�---J� n/ C j ________—y_________— _1___—____1.________1____J 4Y- 4 w Q a L1- FT SIDE ELEVATION on Q ux SCALE 1/4" = 1'-0" N < 3 OL U w y- z 6 > I j N 6 N m m F Q d p Q 6 w '3wL og w 0 W 2j, : o d � 0 0 W u SHEET # �le"� I�.N•Y�'II,fC,,,RC CVr, .IO41d eG.IA, .K111iyT rauwl� re"lurt n wuaee rxu oola x m gmen"u�xr�xamq rugmr ulwrnvrsco u.munq q rxw ooaFm�re le vl"urlq q rue xu�sr�rz ear�,nw wr. M1e[MWIMGe X10 leGIFlU1'Krtl M!µIIYTYTpIf q re�omycep^�uoy ryu{e yr�xc servFl+w ra♦Flartcr. lIYt'16v w errrwl�'re{a1Oi'w°'i'a e OF NINE \SSG C i" .I�dO 3 ' a � � SAO Sip �a a N N 00 W N T.C. FLUES GEMENT CAP Fr-I 30 YR. ARCHITECTURAL GRADE BRICK CHIMNEY ROOFING SHINGLES PROVIDE CONT.THROUGH FLASHING F+i FLASH AT ALL BREAKS @ ROOF/CHIMNEY INTERSECTION z z CONT. RIDGE VENT f� W � a ,--I W 11 ILI! will till, Im 111 11 mill U FANCY CUT CEDAR SHINGLES P GABLE ENDS 0 "X8" TRIM BOARD W/ 2 114" SOLID GROWN G [~ z MLD'G. GAP- FLASH AS REO'D. FASCIA NOTES: ALUMINUM GUTTERS AND LEADERS RAKE FASCIA NOTES: 1"X8" FASCIA I" 8" OVERHANG RAKE FASCIA /BINOF21I14 SOLID GROWN RAKE GAP 2CONTUUS SOFFIT VENTS e" w V GABLE OVERHANG FULL FRIEZE BOARDS II ,I 5/4"X6" CORNER BOARDS V-1 3/8" PLYWOOD SOFFITS r 1 P4 I X6 RAKE FRIEZE `./ 1 5/8" SOLID GROWN RAKE FRIEZE CAP Q N A N M FLAIR BOTTOM 3 COARSES OF SIDING- UPPER PORCH RAIL SEE DETAIL - SECTION SHEET 6"X6" POSTS BOXED OUT TO 10"XIO" W/ 5/4' PINE CAP 34" NIGH RAILING ___ SECOND FLOOR LINE 5/4" BALUSTERS AT 6" O.C. — DECK RAIL III P05T5 BOXED OUT TO 10"X10" W/ 5/4' PINE CAP 34" HIGH RAILING PORCH NOTES: L 5/4" BALUSTERS AT 6" O.G. 6"X6" POSTS BOXED OUT WITH 5/4" PINE e" a - I L Z Etkg EIMN; TO 8"X5" W/ 10'X10" BASE AND CAP 34" HIGH RAILING TOP AND BOTTOM PORCH RAIL 0. N 5/4" BALUSTERS AT 6" O.C. T_ 1 5/8" SQUARE PATTERN CEDAR LATTICE PANELS AS SHOWN _ FIRST FLOOR LINELL Y GRADE U Z w n/ WI ° I I I I I I I I rte--ill A P.C. PIER FTGS. —moi I — � I 8" POURED CONCRETE FOUNDATION WALLS 2 -8"xI'- 7" BASEMENT SASH —L__--_--____ BASEMENT FLOOR LINE w r�________________________rLLI L ______________ Q Q Q Lu UV RIGHT SIELEVATION ALO C� D � CL � � L SCALE 1/4" = 1'-0" ~ LL U W Z 6 -7 N > �_ a 6 p o a 6 Ld Z Y o O W 3 W !h a_ Q i qU U X o SHEET # m�1e I(n T1.VGIrtmN1[GbiPoOYPD eVA°a /JOIfl4f /�\ ra Irxnl�OCII�m ��^�ro namrr i"o oar I m emus a i"ame JV_I a�nm�um.�a in�vecuivnn le�vwunw i�ri011'"umMe "iu°e n weiri w iu""ee,wuiusr�'�'r P �m°�Lei"' M1O°o�ir' m"rnmr"�rvnlml� ixe`� OF NINE \SCC # X60 L � ry, 3y * SjP r� N N w � � en lit z � z 00 wN � Wa � F RAKE FASCIA NOTES: CEMENT CAP I"X8" RAKE FASCIA BRICK CHIMNEY ti VZ CID 2 1/4" SOLID CROWN RAKE CAP PRO@VIROOF/OCHINNEY0INTER ECTION ^ a z 8" GABLE OVERHANG Fri 3/8" PLYWOOD SOFFITS O V I"X6" RAKE FRIEZE 30 YR. ARCHITECTURAL GRADE A/ Q W 1 5/8 SOLID CROWN RAKE FRIEZE CAP ROOF SHINGLES RIDGE VENT FLASH AT ALL BREAKS �i a FANCY CUT CEDAR SHINGLES 0 GABLE ENDS U I"XB" TRIM BOARD W/ 2 1/4" SOLID CROWN1 111IlTimillilIllIlli ' \ MLO-G. GAP- FLASH AS REVD. V w v-, 11 Ill 1 11111 11 Ili 111111 Ill Ill 1111111111 11 1 IllCONT. RIDGE VENT .< N 111111 111111 Will 111111 111111 111111 Mill 111111 1 FASCIA NOTES: TTTTT ~ a ALUMINUM GUTTERS AND LEADERS HT IIIHIIIIIIII MIT 111111 111111 111111 Ill[ 11111tililli 11111111111111 111111111111 T1111111111M I"XB" FASCIA Ill IT IIIIHI 111111 111111 Ill 11 Hil Ill 11 IITI Ili 111111111 Hilliflaillil I 8" OVERHANG 3/15" PLYWOOD SOFFITS A N A N A NphipirdiumviiihINN 2" CONTINUOUS SOFFIT VENTS ill 11 Ill 11 Ili 11 ill 11 Hill 11111 I'llil [ill 11 111 it Ill 11 ill 11 Ill IIIIJI'llilliliNimll Ili III Ill 11 Ill 11 [ill 11 111111 lil 11 ill FULL FRIEZE BOARDS 111111 IIIIIIIIIIIIIIHIIIIIII, IJ11111 I Ill 11 lillil [ill 11 ill,11 Ill 11 Hal ill. 5/4"X6" CORNER BOARDS Ill Ill ill 11 [ill 1 11111111 111111H1111 111111jil 11ill 111111111111111111 11111111HI11111111 1111111 a I'li 11 11 11 11 11 '111" IIIIIII a& H H FLAIR BOTTOM 3 COARSES OF SIDING- I SEE DETAIL - SECTION SHEET NHITE CEDAR PERFECTION SHINGLES SECOND FLOOR LINE N PORCH NOTES: - ILI I_- 6"X6" POSTS BOXED OUT WITH 5/4" PINE U- TO 8"X8" W/ 10"XI0" BASE AND CAP 34" HIGH RAILING TR. I R I R 1 R R I R TOP AND BOTTOM PORCH RAIL U W 5/4" BALUSTERS AT 6" O.C. DECK RAIL 15/8" SQUARE PATTERN CEDAR LATTICE ® ® ® 6"X6" POSTS BOXED OUT TO 10"XIO" W/ 5/4 PINE CAPFM W PANELS AS SHOWN 34" NIGH RAILING 5/4" BALUSTERS AT 6" O.C. Q W FIRST_FLOOR LINE w W Q 7 W> GRADE w A• LuQ Q U ib /'� 12" d P.G. PIER FTGS. CL L 8" POURED CONCRETE FOUNDATION WALL15 12W.V-7" BASEMENT SASH i t—_ _—_ - ----- r ---------------------------------------J7-------------------- ---------`� BASEMENT FLOOR LINE Q Q W r` r`---- Q• W Z L ___________________L______-________________________________________________________-L--------------------------------------------------1_______---_______-__J_________-a 6 > H J REAR ELEVATION co C4 SCALE 1/4" = 1'-0" o Q o a J 0Q � = � 0 SKEET # (�G'fg ( TH MWIIKM1Pe CbT, NWMO CGIU2e,/.IIWIRGT x ne exrlurt"w wrr waiM iwamr 9 .i �ue wlartcr emays iw wort ro evlwxc+"la velm � uwnxwrm uivutw a ruex ooumene o n vwwrlw ar Toe�Tole[erArz FvxAnM uW n�Vle MAW"YA Y9 MGMGTIMI Me MI IWne�IGT fI M'O Me iMe RVpeIT R T1L WIIICf IC u"'�w nnW&c"N°i, =I ei r1Au7"'�;&imlo°`i a ne I; OF NINE a I� .