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HomeMy WebLinkAbout22038-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23463 Date JANUARY 20, 1995 THIS CERTIFIES that the building NEW DWELLING Location of Property 555 PRIVATE ROAD #24 LAUREL, NEW YORK House No. Street Hamlet County Tax Map No. 1000 Section 125 Block 2 Lot 1.22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 15, 1994 pursuant to which Building Permit No. 22038-Z dated MAY 4, 1994 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 ATTACHED GARAGE, DECK & OPEN PORCH AS APPLIED FOR. The certificate is issued to TIMOTHY & NANCY HOUGH (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-10-94-0017-JAN. 20, 1995 UNDERWRITERS CERTIFICATE NO. PENDING - JANUARY 10, 1995 PLUMBERS CERTIFICATION DATED JAN. 16, 1995-MKTTITUCK PLUMBING & HEATING Bu' ding Inspector 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) Date ....%/..y...r 19i~.. N°_ 22038 Z / Permission Is hereby granted to: T :W.... 6,..701..461. . to .i~..... nA',!..•,~Y'"•*~ i n..r..... u............................ ......................................................r..r............................................................... n......n ...................r.................. I................... ........r............................................................... at premises located at...J.'r..~?~~.C.~~.............................................................. .........................~I~C,<............................................r....................//................. County Tax Map No. 1000 Section z~ Block Lot No. pursuant to application dated 19. and approved by the Building Inspector. Fee $.7 ..~j r... Building Inspector Rev. 6/30/80 Form No. 6 0S03I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 LDG. DEPT. 2aHOLD l LLTO:W~N APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 2j10 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 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 Buildin¢ - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date 1.~\(g~~ rJ New Construction... Z . Old Or LLPre-existing Building Location of Property... SS S..9,,..4 ~ °Z...... h_ akA House No. Street Hamlet Onwer or Owners of Property ........::~to~~ E ~an"I County Tax Map No 1000, Section ~~.qq PL5 p.Block.....9?_?.......Lot................. Subdivision... A.5 LA' .Filed Map. o5.7. gl..Lot Permit No. aa~30: Z ,,.Date Of Permit Applicant YE'. q t ~ Health Dept. Approval ............Underwriters Approval......... Planning Board Approval a/ Request for: Temporary Certificate........... Final Certicate....v...... Fee Submitted: ? R. y 9aI5 h / . 0 ~ a3 AP ANT INSPECTORS zr T FFBI..ki Southold Town Hall Thomas Fisher P.O. Box 1179, 53095 Main Road Building Inspector > Southold, 65York - 823971 Gary Fish F x (516) Building Inspector Telephone (516) 765-1800 Robert Fisher Assistant Fire Inspector OFFICE OF BUILDING INSPECTOR Telephone (516) 765-1602 TOWN OF SOUTHOLD C E E T 18 I C A T 1 0 N DATE: Building Permit No. Owner: 1`~nnot M\A0 (ple' aadeprjat) Plumberi A joC K RU~ ;nq, dr(rp~;' 4L (please print I certify that the solder used in the water supply system contains less than 2/10 of 12 lead. A04viji~iffijara4gi-gnatur Sworn to before me this day of , 19PS'~ . Notary Public, County Notary Publ" &OWN elwMab vanc ~a~v 2 0 ~9~ Tina Edna Feb. 1s 13 G. DEPT. TOWN OF SOUTHOLD o ~ Town Hall, 53095 Main Road °y x Fax (516) 765-1823 P. 0. Box 1179 . Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD January 11, 1995 Mr. Timothy Hough 270 Bay Avenue Mattituck, NY 11952 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: xx An application for Certificate of Occupancy is not on file. (Enclosed) xx No Underwriters Certificate on file. xx The check is not on file. $25.00 e4-,- xx No Health Department Approval on file. No final inspection has been made. ,/J4 xx No Plumber Solder Certificate on file. 0,,. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 22038-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. OUNDATION (1st) `I ~Y~ ° - ~?J OUNDATIO;! (2nd) cot, - c z 0 OUGH FRAME & .PLUMBING G 3• y m ca =NSULATION PER N. Y. STATE ENERGY I T~ CODE FI41AL 9~ Y l~jfto~ t`~ eeG~2i A/ X 4=2 j ADDITIONAL COMMENTS: may--- l _ m /iGIJ /S~N- c ~3~ H O m • r ~-7 O O M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ I ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING NAL REMARKS: GL-/~~ r Al 67 /.10 DATE / INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL ~rslc el7e S Q.n. REMARKS: 6 _ ~~~ir~sv~~`~-~i~ ~y~L ~ • ~-/N-s'~/so,~/,CJ~}-C''oyerd r- -Y- ~-eaYt~ DATE~~/ INSPECTOR 12 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ FINAL REMARKS: C INSPECTOR DATE A M-11102 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL REMARKS: Ko w ~ F DATE ` INSPECTOR MRR 28 194 11:17 FROM 84 LUMBER-BLDG. #1 PRGE.006 r/ ENERGY 9U=19= CX DATE: INVOICE NO. PLAN NO OR NAME: R CUSTOMER: 1 l 1'~ ~u BUILDING ADDRESS: COUNTY: o.` I Electric Othe Forcc-C( t4k- TYPE OF HEAT: (circle one): circle one): 2x4 x6 WALL TYPE: Aluminum Stucco SIDING: (circle one): Wood inyl Alum. w/insul. backer All brick or stone Bettar-Bilt WINDOWS: (circle one): Anderson GLASS: (circle one): Single Double Triple (circle one): Clear Tinted High-Performance Quantity: (fill in blanks): (ft. x ft.) Size: If PLASTIC: (circle one): Single Layer Double Layer O If GLASS; Double Pane (circle one): Single Pane BASEMENT; (if being built, circle appropriate answer): Will ted for comfort and use Iti 11 no , be heated~Cy FRONT DOOR: (circle one): Insulated Metal Wood WATER HEATER EFFICIENCY: (fill in blank from manufacturer's specs): (varies from .59 to 9.3) HEATING SYSTEM E (fill in blank FFICIENCY: from manufacturer's specs): (will be a value less than 1) m N ~ k ~ ~ rn g x ~ ' n $ ~E~c1~•v ; ra ~ o f a' ~ ~ ~ ~ 8 ~ c H C'y N V M O p N Q Ln 11 U7 F, 1,4 y !'Y p~ w t'] N ZZ ° Z" C4 ,J 7~ ;Q, N) A. b 9 til z ~g o ~j L m rn _ t1 H N 00 'D V ll~D (D f N s rn c c x N~ x ®~.s e O m " a 2 i c ~ ~ B i H M1~ ~ N 2 3 W ~ ay 9 ,L i !/1 c Ln £ G b m C W 0 z N® c mm O m f~ a o~ o zca m p PR 0. aV 'i o m T d ° t p o N Z 0m O OD m f7 D ~y Ita na n ° E i im a 00 " b p m - 'PI H $ u ° < " $ g rHa m 0 m ~ a o ~ „o 0 8 ~ x C w rn „ z OD o N~ $ m m b $a _ 7 `T T F N ~ P /V d P ~ ~f x m ~ + C' N Z Y :s to m P,C P z Mm V al m T G = S 'p ni ~pp N fl R A ~ Q.a ~ 3A ~ .cNa O `t ~ ~ N ~ c D 4 N L~hf ((11~i -BOARD OF HEALTH FORM NO. 1 -33 SETS OF PLANS , TOWN OF SOUTHOLD / Y... i.`iQS...~r... BUILDING LDING DEPARTMENT /CHECR V TOWN HALL /SEPTIC FORM . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 t:OT IFY; CALL Y. tR~JYL Examined 19. ~ MAIL TO: 33 Approved 19 YIPermit No. . Disapproved a/c ..................'~..j. ( ildin nspector) APPLICATION FOR BUILDING PERMIT Date 19 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued 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 MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance or the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. U (Signature of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. C w ~\_SW ..................................................11.............................................. Name of owner of premises b 1-Gov~h C~v~C~ P v (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. ..~~:Yr,or;C e,' v~ y Plumber's License No . c 11 Electrician's License No . Other Trade's License No. I. Location of land on which proposed work will be done . ss ........~31~ ay 1~........................ House Number Street Hamlet y ^ County Tax Map No. 1000 Section Block ...(b Lot...... .'0'-... Subdivision cP-fit, . (J. nt\ee , Kc,'i..e Filed Ma No. . 59LI Lot (Name State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I 'tit;: . ,CL Y.wN b. Intended use and occupancy bgtlB,dll9tWist „ UMM AN.....,,,, VMVO "d~ Yat ;k .Mola3 wwT 3. Nature of work check which applicable): New Building Addition III . Repair Removal Demolition Oth Fk , . . sc ptibn) L 7 4. Estimated Cost ~oo~ Ue' Fee (to be paid,o ion) 5. If dwelling, number of dwelling units I . , • Number of dwelling units on each floor . . ' . If garage, number of cars ? . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use 7. Dimensions of existing structures, if any: Front Rear Depth Height Number ofStories Dimensions of same structure with alterations or additions: Front Rear • . Depth Height Number of Stories • . 8. g . construction: Front ....71/a'........ Rear ....:Z6 Depth Heightsion . . . of . ?a entire new Nu ber of Stories 9. Size of l ..y!........ Rear k TAA' 1..... Depth MI.FQ, r, . 10. Date ofPur Purchase .......~5k, ,q•J•u5 Name of Former Owner 0?nM t,'-. Vtx 11. Zone or use district in which premises are situated 12. Does proposed construction violate a zoning law, ordinance or regulation: . P9 . 13. Will lot be regraded ......m or, Will excess fill be removed from premises: Wes No 14. Name of Owner of premises I . y:. ~ Address X).Q .e Phone No.. Al -.13PFR, . . Name of Architect : . ............Address ...................Phone No................. Name of Coproperty ntraactor........ • Address Phone No........ . 15. Is this within 300 feet of a tidal wetland? *Yes........ ( If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all Il,buildings, whether existing or proposed, and. indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner ot. o„ 1> r -90`--4 10o or GoRw. lp I C>RECY NA`~ES r ~ k ~~"ia~e _ 131a~ rrnA+a e` GnQae 5-10 pgCK• 19a i cckR 361dbCTIA N STATE OF NEW YORK, S .S COUNTY OF • • • • • • • Name.. .indi. . ..vidua. • • • ~ • • • • • • • . • being duly sworn, deposes and says that he is the applic nt • • • • • signing contract) above named. He is the L~~`~~° I................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner' set forth in the application filed therewith. Sworn to before me this ICO C?T day of ..'RI.ew( 19 .9~ Notary Public, (~v County UN of "W . EOIIH F. Nolry F Yak 40M (Signature of applicant) Tom bon FW1f~ I . AlI - _ Ut m. of o\\ m cm°Y\Y \ 3 i p< f° Op\y \ c 9A'2 p\ DOW fa cot POgpEf t ~ ~ A\ T~ VA9 2O QI 3 ar - - - 1 - ~pY S S9 As o_ ~ODA%60~E Of 22.Z 26 t N• y2 q9 RV9 ~ A , ' I / O ? f i yO~W.~ i O. UI 01 O rC v p'; m, 1 tP0 ` -~LODCP1sE m N OT W. G 0+ ao IDs row \ oL xn ' A,W Z V I O 1 1 'lam. rt Y''- N 9 1, %e 1 k , ] .L N O O Z " IT \ '7 FS 2 / - r 011, 1 .+w 0~ # 30 ,`!Y \?Z.BZ O.w, fOTmBT\Y SO i'•. I r U,,T .YY~ S gg9 AQ 2 _ T like r 940 0B~ - . , po 0o0 I (I 4" y B, _ Of S. Kl % S \ 04 0// r 5 ~ SINGLE IF ILY DWELLING ONLY SURVEY FOR TIMOTHY HOUGH 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES JULY 29,1985 LAUREL APPROVAL OF CONSTRUCTIO TOO DATE JUNE 2T, TOWN OF SOUTHOLD SCALE 1" = lo0' o' DATE 0 31 &r HS R NO 3 SUFFOLK COUNTY, NEW YORK .I NO. 85-593 x UNAUTHORIZED ALTERATION OR ADDITION M THIS GUARANTEED T0! SURVEY 4 A VIOLATION OF SECTION 7209 OF THE 1 EQUITY ABST APPROVED NEW YORK STATE EDUCATION LAW O N COPIES OF MIS SURVEY NOT BEARING THE LAND I NO.8508 fh'} SVRVE INKED SEAL OR EMBOSSED SEAL SHALL I TIMOTHY HD h,µ0 ly 0 D~S~ Q MOT BC CONSIDERED TO BEA VALID TRUE COPY ( ° }Q r % GUARANTEES INDICATED HEREON WILL RUN ONLY TO HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON MR WHOM THE SURVEY IS PREPARED j- Z AND ON HIS BEHALF 10 THE TITLE COMPANY, GOVERN- x NEAREST WARIS SAIN_91 - NSOURCE OF WATER' ME v jUBLI(.~ MENTAL AGENCY AND LENDING INSTITUTION LISTED 4 O M SuFF <0. TAR MAP GOT IGQRSECTION IPS SLOCN _ 10TW~p? I.9 HERE., AMD TO THE ASSIGNEES OF THE LENDING SNARE IRE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHORAN HEREON. TO AOOITIOMAL INSTITUTIONS OR SUBSEQUENT N THE WATER SUP MY AM 9 WOE DISPOIAL SYSTEM FOR THIS RES I DEMM µO11 STANCES SHOWN HEREON FROM MOPERTY LIMO! w Of MEAL FORM 10 THE ST M2 Q~L~D AF L~.4UIf0.N COUNTY DEPARTMENT TOE[ISTING STRUCTURES ML FOR A SPECIFIC y 89 WILL Of HGLiH [LR TO TI /,IGEr..yPX /JfJOyMt. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH ~0 A APPLICANT, mmw/EL V /"J iw," PROPERTY LINES OR FOR THE ERECTION OF FENCES 44 D SU[HE AwREU f~0 ffffk I9 -17' ADC _ 11,7* TEL 7V'I-419x3 YOUNG ~I YOUNG RRI ERHEAD, NEW YORKE NOTE: ¦ a MONUMENT AREA - 2.310 ACRES RED LOT 3 "MINOR SUBDIVISION OF ALDEN W.YGUNG,PROFESSIONAL ENGINEER RICHARD 8 DONNALEE RELYEA NAND LAND SURVEYOR N.Y.S.DCENSE N0.12845 8 =STAKE HOWAROW.YOUNG, LAND SURVEYOR AM LOGTHIRWP L(WI,K"ICTANN(SSISCES MS(U) WgSN HEREON N.Y.S. LICENSE NO 45893 ME PAIRS FIELD W MTIWS AND OR DATA OBTAINED FROM OTHERS I - - BgMDIS A SONS INC 1046 1 w,.SW vi»'dAL.N'-~V.,a~f~*}E 'dX,iy °e:~.r`?„li.,wA s, o- •c, `A`", ~'=Rv,x v... ~ _ - ,,Y,..', r..w. .;Z~f. .m^,,,,,,AEuu_ Ya:., ,IF N B No f oTmeT\Y o; OT Got\Ko Tn dAel sgsel\ \14 \0641 ~~rr eT\Y \ _ N (oTm OT.\BS \ yg4?3 110 Of oThY / \ wo e \D~ \Np \DD+, oY \ / / oR\JEW"Y \\9 Q 2~ ~I \ 0 / EPµSN ~ SGo Y \ E' cV\& py 2Z 76 ~Q O, O 2y2 qg \9 l~ ~o O < y '0 G) 370~q~\ 25 A( o , O P o Ol Q \ A/ IN cv /n '0 N 'c 6L O PROPOSI:G~(~C.Y N O'. / 0 O $ANITA q\y~"°~ 6 O ~ lfl SvST'EM \ nsr Z y 0, vn co .e~ lfl b F m LOC. 'T Lo 0 -.L I nO 62USEQ ` 2J Q ~A 0 4D 6\ `fir \ en .3c) S N p _ N ~j o/ V D Z Gam, t P Fwd. 0°A,O ro ~ / 'Y O 00 vti O eT\Y , o" ri S~O oPAg20vW~... ~~pcpptl toT~ .-8Q\ygo - - ly S9. _ _ CST,..-->>. - ' 0,o,,~e \ ~ov+ Qoo~o\0e S o~y c40i/ Ile TEST HOLE [(/p~,',~~ TOPSOIL 0.9 FMq.Y DWELLWQ 01V e. . -0.0WI^~7 n . SAN°. EXPIRES THREE YEARS FROM DATE OF APPRQII~. ~P LOAM N! J~YE/Jjr 40 COARSE SANO 6.0 t} p p- O Q '.V COARSE f L,fll:.~ + SANG GRAVEL Sanita,,..J1ry system Is not to be\Q yfsc. oEPr 13.0 GROUNDWATER ~t3G .Ll Llnoe, (il~l\f _wa~y area. Iv\ A1 Ty SER Of AS INDICATED ON APPROVED MINOR V lIcts SUBDIVISION PLAN PREPARED FOR - RICHARD B DONNALEE RELYEA SURVEY FOR OCT 25,1993 SUFFOLK COUNTY DEPARTMEtiT OF HEALTH °E~Y TIMOTHY HOUGH JULY 28,1988 JULY 29,1985 DATE: JUNE 27, 1985 FOR APPROVAL Of COPt5TRUCTtON ONLY AT LAUREL TOWN OF SOUTHOLD SCALE 1" 100' EB 8 HS Rip D? 7 SUFFOLK COUNTY, NEW YORK NO. 85-593 DAT N UNAUTHORIZED ALTERATION OR ADDITION 70 THIS CERTIFIED TOE SURVEY IS A VIOLATION OF SECTION 7209 OF THE EQUITY ABSTRACT CO. 4PPMlOV NEW YORK STATE EDUCATION LAW *COPIES OF THIS SURVEY NOT BEARING THE LAND NO.85O8'O~, 3 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL TIMOTH NOT BE CONSIDERED TO BE A VALID TRUE COPY NGUARANTEES INDICATED HEREON SHALL RUN ONLY 10 ~IqI y ! V HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED a AND CIN HIS BEHALF TO THE TITLE COMPANY, GOVERN- W. Y 9 N NEAREST WATER /AIN_-MI, t NSOURCE OF WATER, MTE ? PWI ID_ MENTAL AGENCY AND LENDING INSTITUTION LISTED W N BUFF CO. TAX MAP DIST (QQQSECTION l25_ MACK MOT 1~ 22 HEREON, AND TO THE ASSIGNEES OF THE LENDING *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT N THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS Will CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT NTODIEXISSTANCETINGS STRUCTURES SHOWN TURES HEREON ARE FROM FOR A SPEC PROPERTY SPECIFIC LINES OF HEALTH ALTH BLM1CLf. / PURPOSE AMC ARE NOT TO BE USED TO ESTABLISH APPLICANT, T M OT1J NUJ (,Id PROPERTY LINES OR FOR THE ERECTION OF FENCES ¢Jr8 ADDRESS %')o C~PLI A\/(F, MALI ITL)GI/- NOERAVENUE I I~IS~r _ TE`' " Srov~ YOUNG el YOUNG RIVERHEAD, NEW YORK NOTE: ¦ MONUMENT FOUND AREA =2.310 ACRES • - RE: LOT 3 "MINOR SUBDIVISION OF ALDEN W.YOUNG, PROFESSIONAL ENGINEER RICHARD 9 DONNALEE RELYEA ° AND LAND SURVEYOR N.YS.UCENSE N0.12845 p =STAKE FOUND HOWARD W. YOUNG, LAND SURVEYOR *THE LOCATIONOF WELL(W),SEPTIC TANK(St)SCESWOLS(CP) SHOWN HEREON N.Y.S. LICENSE NO.45893 ARE FROM FIELD OBSERAITIONS AMD OR DATA OBTAINED FROM OTHERS BRANDIS 6 SONS INC. 1046 ,F U) ~o foTmeT\y 0 oT GooKo r„ oow ~ wo\te< sg5W\ (oTmer\IDr.Tes 5g~4 23 oT thy oow O° \ wOy~e e OPNE`HPV \\9 ~9, \ q2 \ ~ y ~pat~ X75\? 56~'O 7 \ o ,50E ay 2Z6 ~O \ -j00 Q\ ht 22 2 N 252-x8 R\0 0 r y ?~°Q'\ 25 k\ \P tP O- ° 4 WW- p-\ ,/t< O to N O s ~'°'R \sa. O- o O cp, a> s \ \ cT Z 2 e \ O, r. rn oT_ v N O ~ , ~ xr" ~ O w N o t0 aer v o \ ~ W I BIL< Z ST O H / QL 6\ 11 °eCpp 9 \\HOUSE Q 6'gME N .~L \ Z \p, p/ Aq~E Ift N A N cP o. YwELL e9 N, c . 09, 0 F 9r F,I, 2 / yqO 0 or s Os`~O *,AA 20\w f°T~eT Ike\Yeo oT g9 - - - - - Rlpr 10 $ • °\ee 9 qi \ oow pNr/~ er y & . . e J OCS pry S01S F z ~~Pti~~ ooa Z. .\\Z ~~pF NEyrY SUFFOLK COUNTYDEPARTMENT OF HF/LLTH SrM:RVI LAND SI C3LE FA SURVEY FOR Nov. 21,1994 JULY 26, 1994 Date-JAR-LO 9995H.s.Re?.No,/~1C- y =17 TIMOTHY HOUGH OCT 25,1993 JULY 28,1988 The owavage i# (4L ,2a r»31 r;"t:;Y $U~S( 1R(.~p(t®g JULY 29,1988 'i t?'s :d+r3C8)Jd/pf AT LAUREL DATE. JUNE 27, 1985 06¢C1`k,0by sto'`Ue- t+xF enctes TOWN OF SOUTHOLD SCALE C 100' and foui1° fir' L:: l.8's T SUFFOLK COUNTY, NEW YORK NO. 85-593 NNIAUTHORIZED ALTERATION OR ADDITION TO THIS CERTIFIED TO: SURVEY D A VIOLATION OF SECTION 7209 OF THE EQUITY ABSTRACT CO. SlAp-6n A. Costa, P.C°., OW NEW YORK STATE EDUCATION LAW N COPI ES OF THIS SURVEY 1IQT BEARING THE LAND NO. 8508-091093 Of 9of W'aWrind WastmtsLtp meat SUVEYORS IMKED SEAL OR EMBOSSED SEAL SHALL TIMOTHY' HOUGH :cs»„ar.,_ NORT BE CONSIOEREDTO SEA VALID TRUE COPY *GUARANTEES INDICATED HEREON SMALL RUN ONLY TO HEALTH DEPARTMENT-DATA FOR APPROV& TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERN- NEAREST WATER SAIN-ML! *$OURCE~0/ WATER • PPffjj1MTE ? pUpl IO_ MENTAL AGENCY AND LENDING INSTITUTION LISTED N ilif CO. TAX MA/ qfT 10003ECTION 175 BLOCK _YL. LOT 1 22 HEREON, ANO TO THE ASSIGNEES OF THE LENDING *THEME ARE 110 DWELLINGS WITHIN 100 FEET Of THIS ?ROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT N THE WATER SUPPLY AND SEWASE DISMAL SYSTEM MA THIS RESIDENCE OWNERS C *DISTANCES SHOWN HEREON FROM PROPERTY LINES WILL CONFORM TO THE STANDARD{ Of THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC OF HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH APPLICANT. 'I ?\10rh" Uil 1C',N PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS ) ~O ~~H \JE MNSII rJpCpqILq {J?7. 4000STRANDER AVENUE 11 `Y TEL' -1 0) D5o°~ YOUNG YOUNG RIVERHEAD, NEW YORK NOTE: ¦ - MONUMENT FOUNO AREA =2.310 ACRES - ALDEN W.YOUNG, PROFESSIONAL ENGINEER RE: LOT 3 "MINOR 8 SUBDIVISION ON O OF RELYEA AND LAND SURVEYOR N.Y.S.UCENSE N0.12845 RICHARD =STAKE FOUND HOWARD W. YOUNG, LAND SURVEYOR RTME LOCATM(W WELL(W),SEPTIC TANK(ST)S CESSPOOLS(CP) SHOWN HEREON N.Y.S. LICENSE NO.45893 AGE FROM FIELD OSUWATIOMS AND OR DATA OBTAINED FROM OTHERS BRANOIS 6 SONS INC. 1046 nom ECW.Y oY ~a as L EU m O NNH c O CN3iO+N 40- u TO U O ~ 0aO a N OtVaQ Y E W I N C! 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ROUGH FRAHANG, & PI-UMRpNO OF: ROOF UNTIL IW SURVEY OF ROOF TION r,7rva7!Tttle'kOnl lvr SST FOUNDATION LOCATION VED gyp t'if Ca`?NOW!_liTF F()H L'41 DECK a_L C;A~ltil-v' 7{7C t94 iJ SHAIL U'FT BED RM. HAS BEEN APPROVED BATH m roa eA ;2,,R sYhi ~:UoREM!-`?'715 OF IME hLY. BATH IIex10° a. gt C:13E .^,t7~`+STRl6°":-SrOP7 t$ ECdFSCV' PBqn NC5~WaY6VSfCS"E~}, RD,; llO~`7":6 ilrCls ~}RIXi':io +p' ,tq'~?• 66?4, S.;/!J'• ..ss: N _ ` f~~ "l~£A~-fit://..s~i.i~Fe:'•< '~if~~. PZZ ENHANCED FIRST FLOOR PLAN = . HALL S b STUDY- O C O DINING RI VI. s s I o ~/t/g. Or C C~ N0 °H BED RM. I II°xIOZ KITCHEN ^~/~°7J MASTER I I°x 1 IZ BED RM. BATH BED RM. HIT BATH 1 lox 94 14 z 12° 12Bx I I° I 000 u ROOF ROOF u v HALL A CL uiix HAIrLf T °L BED RM. B, BATH AAJ//~~i%~ / ! L 40'-01 earth I Iex 10p ROOF 149 -12,41'7 RWF m - ri 2 CAR F1 GARAGE a a c P -2 11o' CL 3 ~ LL 5. SECOND FLOOR PLAN nssF Tr- I L7 OPT vl BAY WNDORN U LIVING RM. - STUDY ENTRY FAMILY R M. p~ ERG 4Ky4 ~p U 2' z 16 W Q~. O DINING RM. N+'~ HALL BEAD RM I I°x I0Z KITCHE FAILING DN. ON. _ X~ 17~x 136 i~ AININ" vas acc~~€c xll 4 4 enrH I I N 9 jMA ER WAUF N r cSgISE BED RM.~ c covEREO PORCH SLACK 11 r-1 128x,, I D I ~ Ays L it _ cL CL uNEN ALL Y I C i (J g00F r flCCF i O I SECOND FLOOR PLAN +ssF IS &F 4.00 2 LJVING RM. I,I F II FAMILY RM, - ~yM4b~ 17°x 135 = 1-F r 124 x I(p riALL n~ 1 DM DM ArPRQbd~Er.) M NOTED I I DA;ti E:. .-.S.R 9 I I NCfiIFX E?U'.'UIf,!Is I:EFARTi1lEN7 AT I I CL Rz-- 1102 U AIM TO Y PM FOR THE f1 it FQ:LCT,nr,NG lNSPECTION& 12 ~I I ~I 't FOIiNDATIOV - Tl@OREQUIRED ~J I~ F-01t POUnED r'ONCRETE II V I 2. F.6LiGri cRANiING 8, PLUMBING I ~f u !b UL r,Ttfil;: r FIRST FLOOR PLAN 1120 SF. , ENTRY II E FOR C:rc7oQN MUST BF nOidlG-CEF FOR C tY. WOMEN& Al SHALL MEET x;Fi. CONSTRUCTION OF THE A..Y Sd.'+TC CONSTRUCTION R; ENERGY yy ?1110T RESPONSIBLE FOR _J. M l/.1.~~'-.. CC1n.ISffRUCTIONERRORA ' ~i~--+~-•~•~~^'- 6Ri•"~~ C)PT. CAffiW-NT PLAN T PLAN - a~R , _ ...__--(...,'"'~.,`::,as•~f" . / [Lion; G°~ O,, CAPE MAY 6'-0 28'-0 6'-0 T/CONC FOOTING EL. - - - - - - - - - - - - - r------ I~ I _L. CONSTRUCTION r--- NOTE: WITH 2x6 EXTERIOR WALL CONSTRU [M T/FWALL ~ USE R-19 INSULATION EL. 0'-0 0 0 1 y ~ VENT BAFFLE AS REQUIRED I I BASEMENT r 4' CONCRETE SLAB W/6x6x•10 W.W.M. OVER 6 MIL VAPOR BARRIER -o-E, 4' GRAVEL FILL ON COMPACTED EARTH T/FDN WALL f 0 12 DRIP EDGE jOPTICNAL ROOF CONST. EL. - 0'-0 STOOP ~J COMPOSITION ROOF SHINGLES OVER OVER 3 V2 ALUMIN,M GUTTER OVER ES ,ES OVE F6' ALUMINUM FASCIA I LL N T/CO T/CONC. FOOT. W15* ITHUH-DCLIPSPOONNEPREENG. ROOF TRUSS 3. ROOF TRUSSES g V EL, EL F) 81-0 AT 2 O.C. - INSLA.ATION V' f 112" DRYWALL CEILING ATION T/2rd FUR PL I I N I I 1~ _ 2x6 SUB-F SCIA m I I ~ 10'-3 9'-9 9'-11 to'-1 I I I I VENTED ALINUM SOFFIT _7 F-CHANUEL I I W8X 18 1 1 W8X18 r , W8X18 r W8 X1d8 r W8 T/SL BEAM L- J L- J - - IL J EL. = 0'-0 - - J BEAM POCKET 1 I m BEAM POCKET PROVIDE CONTINUOUS - - J 3 1/2" UTA. COLUMNUON STEEL m 2 x 6 BEARING PLATE ON I- - - - -I COLUMN 3O"N 30' x 30" x 16" THICK ROOF CONST. m m o f TOP OF ALL STEEL BEAMS CONCRETE 0 TYPICAL ~ m TOPICA E FOOTING COMPOSITION ROOF SHINGLES OVER 15• BUILDING PAPER ON 7/16' OSB ES OVER '/16' OSB ;a WITH H-CLIPS ON 2 x 10 RAFTERS RAFTERS 12 AT 16" O.C. - R-30 INSULATION 4TION S T/CONC. FOOTING F o I~ GRIP EDGE 10 AND 2 x 8 CEILING JOISTS AT 16' O.C. - R-11 INSUL. IN WALLS IN WALLS ALUMINUM GUTTER OVER 1/2' DRYWALL CEILING EL. - l-I 8'-0 0 I I I 6' ALUMINUM FASCIA rv o m O U T/FON WALL ry T//2nd FLOOR FLOOR CONST. T/2rd FLOOR EL. = 0'-C ! T 3/4" T & G PLYWOOD GLUED AND JED AND i ISTS AT 16' O.C. g T/1st FLR PL ,L T/~ 1st FUR PL g NAILED TO 2x10 FLOOR OUSTS AT 6' 0 _ - _ J _ WITH METAL CROSS BRIDGING AT 'iNG ING AT L T-0 O.C. MAXIMUM NT AT TILE AREAS 2x6 SUB-FASCIA PROVIDE 1/4' UNDERLAYMENT AT TILE Af J VENTED - T/CONC. FOOTING_ OPTIONAL ALUMINUM SOFFIT EL. - (-)8'-0 STOOP L J F-CHANNEL 40'-0 WALL CONST. m DOUBLE 5' VINYL SIDING OVER 1/2' SHEATHING ON 2X STUDS OVER m lJOS (SEE FLOOR PLAN FOR SIZE) AT 16' O.C. 7E) AT 16' O.C. m STANDARD BASEMENT CONDITION m PROVIDE R-11 INSULATION AND 1/2' DRYWALL FINISH AND PROVIDE METAL CORNER BRACING PACING io FOUNDATION PLAN AT ALL CORNERS SCALE: 1/4' = 1'-O ~-CONTINUOUS RIDGE VENT -2 PLY GIRDER TRUSS rv rv T/IsY t FLOOR_ FLOOR CONST. T/1st FLOOR 2 x 8 CEILING JOISTS - 12 AT 16' O.C. 3 1/2 --13 112 3/4" T & G PLYWOOD GLUED AND NAILED TO 2x10 FLOOR JOISTS AT 16" O JED AND ISTS AT 16' O.C. T/FDN WALL WITH METAL CROSS BRIDGING AT 31NG AT T/FDN WALL R-30 INSULATION 7'-0 O.C. MAXIMUM EL 0'-0 PROVIDE 114" UNDERLAYMENT AT TILE Af NT AT TILE AREAS EL 0'-0 12 10 F 10~ 2 x 10 HFAMILY AT 16' R-11 INSULATION R-11 INSUL TION m IL TION GRADE m GRADE 0 ~2 10" POURED SILL PLATE m BEDROOM #3 BA HR00 #2 CONCRETE FOUNDATION 2x (SEE FLOOR PLAN FOR SIZE) SIZE) 2 x 10 FLOOR JOISTS PRESSURE TREATED SILL PLATE PLATE 10' POURED ATTACHED CONCRETE WALL 1-0 RM ICITLEN ' TO T FOIN SILL SEALER UNDATION WITH A 1/22' DIA.Q ATTACHED 'DIA.x10' 6' O O.C. ONE COAT ASPHALT ANCHOR DOLTS NOT OVER 6-O O.C. CAMP-PROOFING WITH NUTS AND WASHERS S ONE COAT ASPHALT MINIMUM 2 PER PIECE OR SILL STRAP SILL STRAP DAMP-PROOFING I FROM EACH CORNER i START ANCHOR BOLTS T-0 FROM EACH C c~ w 4" DIA. DRAIN TILE m O WITH 8" MIN. GRAVEL COVER m o I m T/FOOTING T/FOOTING R O F 3 J 2 x 10 FLOIOR JOISTS 3 - 4' DIA. DRAIN TILE WITH 8' MINI" GRAVEL COVER rJ r J STMOAM BASQ4ENT COWITION rJ r J STANDARD BASEMENT CONDITION FRAME WALL - CONCRETE FOUNDATION FRAME WALL - CONCRETE FOUNDATION r J r J WALL SECTION WALL SECTION _J m r_ SCALE; 1/2" - 1'-0 SCALE: V2' - 1'-0 r ~ o0 IVEIW y BASEMENT c n ~ ~P<oFes' .D STANDARD BASEMENT CONDITION BUILDING SECTION SCALE: 1/6' • 1'-0 a U 2 DESIGN NO DESIGN FL NI ROOFS WOOD ON NIll10N G000, CE &LAT A$, NOTE: DRAT ...I .ND Ill..' TAY. GO.. INID IF' CR.OIDM Dr 1M...... ANO u\IDURIMa or LORD ALAN. AND 8e 84 LUMBER COMPANY 84158 x L LOADS AlFXALT TILE SLIILTUP CAIIFET TILE, (LATE ALY.PRNITA HOWEVER MCAUS. Or TMC IYPO..mL1TY Or PROVIDING WAY PERSONAL UWO.' ON !Mart. COIx.YLiNIP.. NOTE. SHINGLE! ON K.FS, OR STORE \YRRVIHON AND CONTROL OY\RLN. ACTUAL CONSTRUCTION, AND NCAWL Of TH.\RUT YRRIRNC. IN LOCAL GUARDIAN COD. COPYRIGHT MY HOME PLANNING, u DEAD Lm DEAD LOAD IFIf IS '1! 11 IE SE U00THER LOCAL SNWINO AND REAiN.n CONDITION.NONEPLASMAS., INC. A...... xO n MIDDHOWIY FDA INC., AND IG NOT TO GE COPIED On AMT AYAO.. INCLUDING.TRUCTURAL FAILURE. DUN TO ANY U11lFRODDLID WILHDUT N111TTEM lIV! .,DAD NSF ED DD AD U ACOYYAMG.D iNAt YOYCOM.ULIALOCAL ARCXIT.CI OR.XOIM.AR OP YOYRCMOIC.AxO Cx.CRRITENNIIIIOMTOTAL F.f A. .N RE O..ID.L.,PRIOR TO START OF ACTUAL CONSTRUCTION Mc 4121 WASHINGTON RD. w SHEET NO OF t LIVE LM ¢ TOTAL McMURRAY. PENN. 15317 1A 5 D 6'-0 28'-0 I T/CCNC FOOTING EL. - 1-1 8'-0" „2f'XSGp~ J/rte NOTE: WITH 2::6 EXTERIO :6 EXTERIOR WALL CONSTRUCTION - ~X;2~ 676 USE R-19 INSULAT l9 INSULATION / 6 9 6 I f ~X/b~ 192 r - T~~ I I T*DN WALL • I a p If/ X /6 9 o VENT BAFFLE AS REWIRED I I EL. - 0'-0 I I BASEMENT T/FW V I I d' CONCRETE SLAB W/6x6x'10 W.W.M. T/FON WALL ROOF CONST. T2 DRIP EDGE I I $ OVER 6 MIL VAPOR EWiRIER DEL. O I OPTIONAL COMPOSITION EL. 0'-0 r STOOP ROOF SHINGLES OVER v 3 n ALUMIM14 GUTTER OVER 1t 6' ALU MIM.M FASCIA I I R ON GRAVEL FILL ON 15- ON 7/16' OSIB a 4 COMPACTED EARTH ~ I I T/CONC. FO T/CONC. FOOT. WITH +C IPSPON PRE-ENG. ROOF TRUSSES AT 26' O.C. - R-30 INSULATION TRUSSES Tlhd FUR PL EL,P 1-I g_~•• `~o 7~ V2• DRYWALL CEILING M .TOT IA VENTED MlH SOFFIT I I I FiTtMJEL I I yfco-g v,fib I I li I I ~2,c1o~~r 4-'1x10 r l t t _ t 4_. t 4-2xlo I I Q - -IBEAr•, F I I T/ L - - -1- 4-L '4BEAM POCKET I I EL. • oLT Ya scc ~I r^ - - - I I LA.M1 MXTIO rJ o4TALL ~D:1A. STEE ~j OIA. STEEL I L?M pN ROOF CONST. m ~ m I I REAM POCKET 6E Lo w _ _ - ~ yy~N 1~~y 24"A 12"THIOC I ~ S13 ER I - - - CONC3ETE FOOTIP PCfiE C15- OIYOS ROOF SHINGLES IPICALE FOOTING I WITH BUILDING PAPER x 7/ OOVER B I I o Q 4' I TYPICAL N AT 1j6" OZ. 5 R-30 21N41ATIRAFTERS RS I W a I I - AND 2 x 8 CEILWO JOISTS 16* D.C. I GRIP EDGE 101 V2' WALL CEILING SUL. NJ WALLS I I • s3 ILLS 9 I I T/COO. FOOTM 10 EL. • 1) B=o" R I ALUMINUM GUTTER OVER - 6' ALUMINUM FASCIA I 1 I I S 4 FLOOR CONST. AND T/hd FLOOR a I I T/2rx1 FLOOR ~ I I TFM WALL P NNAiILED j0 2xD FLOOR JOSTS AT 16' D.C. kT 16' O.C. P T/Ut FUR PL T/1s1 FUR PL WITH METAL CROSS BRIDGING AT - - T-0 O.C. MAX" S I I EL.. G v TILE AREAS - - - - - - 2x6 SUBfASCIA PROVIDE V<• LIDERLAYMENT AT TILE AREAS I - - - - - - ` - - - - - - - - - _ L - - - - - - - - - - - - - - - - - - - - - - - - -F T/COC. FOOTING I Q-OPTIONAL -----------j VENTED ALUdIMA I SOFFIT F-1.KANNEL EL. L----J b~ WALL CONST. 401-0 D~/0.]$E S• V1~ICNYLryISOW TO~V7E5R FLOOR PLAN FOR SIID AT 6' O.C. is, O.C. in '9,-GLErt4TH 159-0' !•G -'m PROVIDE R-11 INSULATION AND V2' DRYWALL FINISH ToTi.t DEAN 12 , 2" 2„ 1, PROVIDE METAL COWER BRACING AT ALL CHAS G F _2" L 12-1o' t3'-2" &F-AM bttOKSW f:Oa CLA121TY (ALL 2KIo) CONTIRMS RIDGE VENT S BEIh.rn LAMIhAA,T10tJ 05TAIi- (W.TS) Z:2 PLY GIRDER TRUSS s F TM FLOOR T/151 FLOOR FLOOR CONST. c ro 12 2 x B CE/I~LING JOISTS -~3 V2 s 314' T A G PLYWOOD GILLED AND AT 16' O.C. TJFIN WALL AT 6' O.Y. V2 NAILED TO 201) WITH METAL CROSS BRIDJOISTS GING ATT 6. O.C. TiFCN WALL T-0 O.C. 11AX" R-30 INSLILATIOI EL . 01-0 PROVIDE V<' UQ-RAYMENT AT TILE AREAS ' TILE AREAS EL. • O'-0 t? TO nF EAU i 2 10 RAFTERS IN GRADE GRACE AT 5' O.C. R-11 INSULATION R-11 INSLL IOW m Q 4 SILL PLATE m 10' PO.RF ATTIC BEDROOM "3 BA HR "2 CONCRETESS wOATIOJ 2> tsEE FLOOR RAN FOR SOLD #2 MSS.1E TREATED SILL RATE 10* POLF&D IN SILL SEALER AM P TO FQ10AT WITH ~~11p2• DIA. x/ ~D' N>Eo ....CRETE WAIL . n' 2 x 10 FLLOOR JOISTS _ O.C. O?E COAT ASPFMLT 1'-0 r J ONE COAT ASPHALT ANDQt gp TS NOT OVER li'-0 O.C. DAP-PROOFING wITM wTS wo WASHERS MUMIJIM 2 PER PETE OR SILL STRAP JL STRAP M EACH CORER rJ rJ START ANCHOR BOLTS T-O FROM EACH CORNEI rJ w DIA. O RIN TILE rJ S WEB' MIN. GRAVEL rJ Q T/FOOTM rJ Fd J m TIFOOTING b 0 A a O 4' DIA. OR1N TILE Wry~IT~Hp FAMILY RM KITC N 3 _ 3 S IL' MM" GRAVEL COVER J 2 x 10 FLOOR JOISTS F rJ ST BASp+ENi FrlITION MAIJ WALL - 0w0na~tTlEt FOU"TION S aluNB.L-cpMI Trax1rDl F~ Tlgd r J 1r%Tooo Ww-A Fr~n~v~t W - rxIOATIQN rJ rJ rJ p WALL SECTION WALL SECT ION rJ SCALE- VT • r-0 r~ SCALE, tiz• • r-0 rJ JJ BASEMENT a STANAV MYA%R SPAM WVIf IMF BUILDING SECTION `Y'A 6~. ~94 C A sc x& v4• . T-0 0 C e ,3-3d ~let DESIGN now I 8 x LOADS AlfNALT \NTlKi°M U KTUr cNil4 Tu Kii! MDTI. \x\l CW W \Mx YY\ YO 1\r\ Tx WNIM N lll\ YW Y~ \N~IW M rxlx N\x Y\ MOTI; B NNKO YYYWI\ NMrx. NN;YY M Ti NNMYSIIr x \\\rl\IO Nr M\\\\\\ rn\ •wmNMl\m• O\\NNl... O!l,f.T. O!STOW w\\NrauN exrr Nwr nN\eluY\rwnw,rx\rxlr xur r\Yr\NUe\. \irrer ScwrwwT nNOr wA~Nr, \ \ 1 1\ 1\ 11 \ xMrY\l\.x\11Mt\CY MULL\rxxx\\xNIN\\iYN YMNN~x..x\ILLI\•\WMIYYIIIM xC.YII NI NOT TOMLY~M 4121 WRSHINGTON RD. a L L L L M ~nrYxhl\1xi01ix[lr•Ylwux\\xl\Nr\Yr+~eu.M\Y~.x~\YNnN\\\rMaw1\, MIMMCY wIxWT NATION M IINxC\~\NxIYI AYMNY•1\WY\x~1~'lxx\Ix\\xl\\\M\L'\.\N\1~N\Il\r\II\\MCYYxMI \ I \T01LL\, MYM I\xW MxIYLLCMT\IRIIM MCMUMRY. PENN. 15317 8 a E84 LUMBER COMPANY 40'-0 v'-v 9/16" 6' T-g 15'-1 10'-7 1/2 -7 1/2 2'-0 4 2'-1 31-8 6'-1 11'-8 4" 11'-8 101-8 2'-0 4" 10'-10 1/2 6'-0 1/8 5 1/2" 11'-0 /8 11'-G 4" 4'- 13'-6 3 4'-6 OPTIONAL BAY FPHB 7 T v [•I DINING ROOM 2668 ,~-y~ ~ I X I~~ L TUB/SHOWER 'I U.W. ° BATH #2~-LJ C. v.T V.T. ATH # G. V.T. KITCH EPV VT M.BATH 8 G 1 r - S'-3 L 1 0 m LL r n .T. i ~ d rv V.T. ~ ~ ~ 0 26618 T. ! rv fY RANGE OPTIONAL BAY WINDOW g ~ 1 PIECE Z 0 5 1j olo rv sH,' rue/sFOwER BEDROO rv ( J o Q 10 01 1 -oo REF. BEDROOM #2 IT) STUDY/B.R. #4 DINING ROOM LL - CARPET o VOID CARPET u CARPET 3068 Ll 3'CARPET .(2) 11 7 8" ML. 44 -8 5'-9 7/8 rv j M.C. I m ' SNACK BAR ° a - d 2) 11 7 N 70 7/8" 5 1/2" 5068 ? F' . 40688E ci 60688E 2668 - - V.T. m 2668 ,;..,,.HALLWAY 1 3'-0 x 4'-0 ,n TLWAY tie n2668 w~ m F ~o ~r LINEN HALLWAY 510 a C. _ 3'-0 x 4T'-0 6 CARPET m .'6 CONC. STOG CONC. STOOP - - .,ITV CARPET C) 'b1W MECHA[CAL~ d¢ ra N ° J,S~H/F'0 - - - SHELF 20688E (4) 1 3/4" x 9 1/L" o TRUSS ABOVE' CHAHANICAL CHASE _ 2 PLY GIRDER _ MICROLAM rv MASTER BEDROOM [2'- ,/z \71 I TRUSS ABOVE 8'-6 2'-1 MECHANICAL 1,0 POLT TOGETHER F'ER 'P 1 CHASE 0 N MANUFACTURER RECOMPMENDATIONS CARPET 3 3 R 3 BEDROOM #3 4 R CARPET 0 • 7 52" J - OPTIONAL BAY WINDOW 2668 CLO 17'-0 24 3'-1 12'-8 4" 4 LINE OF 8'-a CARPET CEILING BREAK LINE OF B'-O CEILING ED, i ' BREAK LIVING ROOM d g_ u p ATTC ----ATTIC - - - 14 Q ATTIC ATTIC QOPTIONAL 4' 14'-5 4'11 6,-5 ACCESS a CARPET /C.. ICI _V_.~T. FOYE ' 1 R2' x a LOPTIONAL 6'-6 I/2 12'-8 4 N IT V.T. C. FAMILY ROOM FIREPLACE 2 x 8 CEILING LL FIREPLACE 2,n y T JOISTS WITH 2 x 10 - D v, ~T ILL CARPET 2 x 8 CEILING JOISTS RAFTERS AT 16" 1 A ON CENTER ^II III; i7 ~~-000Y" WITH 2 x 10 RAFTERS AT 16" ON N CENTER ~ III o III - - - - - - - - - - - - - - - - - - - - - - - - - - l ~ 'v 7~lC 'i""•'_ L FPHB 3' A -0 x L'-0 CONCRETE STO OCCUPANCY CI: 2 x 4 STIR WALL 4'-6 61-8 3'10 81-10 618 4'-6 ~n gUSyE IS U'NL AYFU BASEMENT CONDITION A~M I4WHECTiON 4" 17'-0 91-1 121-8 4" 4" 8'ulTdiOU CERTIFICATE SECOND FLOOR PLAN 40'-0 OF OCCUPANCY a~Na~rnv~x3 SCALE: 1/4" - 1'-0 PLUMBING 2 x 4 STUD WALL BASEMENT COMDITION ALL (N.UMBING WASTE If copper tubing is used WATER LINES NEED for water distributing FIRST FLOOR PLAN ~OY TESTING BEFORE COVERING eY'*'"; piping shell be of types K or L an SCALE: 1/4' = 1'-0 VENTILATION SCHEDULE ROOM NAME AREA LIGHT VENT OPTIONAL BAY REG. ACT. REG. ACT. LIVING ROOM 229.50 18.36 21.60 9.18 11.86 WE CFI / 1 \ 42. DINING ROOM 111.83 8.95 30.18 4.47 18.24 PLUMBER CERTIFICATION / \ GFI FAMILY ROOM 199.74 15.98 21.60 7.99 11.86 - =a - - ON LEAD CONTENT BEFORE J 42 KITCHEN 119.30 9.54 6.30 4.77 3.54 CERTIFICATE OF OCCUPANCY L FL IV B.WN L2.. MASTER BEDROOM 203.40 16.27 28.40 8.14 15.74 1 SOLDER USED IN WATER I GFI GFI BEDROOM "2 118.67 9.49 21.60 4.74 11.86 J - I " lil III BATH #2 K~u v.T. SUPPLY SYSTEM CANNOT BEDROOM N3 140.40 11.23 21.60 5.62 11.86 H PC , BATH EXCEED 2110 OF 1% LEAD. BATH K I HEN STUDY/BEDROOM N4 121.45 972 21.60 4.86 11.86 V.T. PC V.T. FAN V.T. ' MASTER BATHROOM 43.96 352 ARTIF_ 1.75 MECH. BEDROOM I CARPET ROOM #2 W _ RANGE Ili 42' j Q BATHROOM N1 39.04 3.12 ARTIF, 156 ME- V010 SH CH. it BATHROOM N2 72.03 5.76 6.80 2.88 3.88 VOID E36" _ III REF. I STUDY/B.R. 4 GFI DINING Rodk. - ~ 3 4 l_ I - i CARPET CARPET SNA BA 3 ` ® HALL } HALLWAY - - AHALLWAY S.D. CARPET CARPET CA ET 3 3 WP m BEDROOM "3 GFI FP MASTER BEDROOM - WINDOW/DOOR HEADER SCHEDULE CARPET CARPET D N FIRST FLOOR REQUIREMENTS C 3 R DOWN ~C ~J• _ I4PLER MANINJA SPAIN 16 R TO BASEMENT 2- 2 N a <'s• C PET R 2 - 2 N n 5'~- fi ii - - 2- 2 N R a DOWN R-PC I I TO SWITCH I SECOND FLOOR REOUIREMENTS r - - J 1£4?FP NJ, 1" SPAN I,I 2- 2 i I 5 6- ATTIC ATTIC - 2 - 2 N n s'-s• ACCESS ATTIC ATTIC LIVING ROOM U FAMILY ROOIM 2 - 2 N a e'-s• ACCESS CARPET 141R 11 CARPET _ I 'I OPTIONAL `OPTIONAL FIREPLACE I OY R uPTO FIREPLACE 2N0 - V FLR II II IF YOU ARE CONSTRUCTING YOUR HOUSE USING 2 X 4 I STUDS FOR THE EXTERIOR WALLS PLEASE DESTROY r4ty 'm Y 3 3 SFEET NnO.FT2B AND USE THIS §?-ET (2A) FOR LAYING OUT YOUR WALLS. GFI TAM uP~l E11ICnEYI LO"M Wm a .qty CRITERIA r:LMIAI:aQI y~~a7'L+SS1 2 x 4 STUD WALL BASEMENT CONDITION MM M a ~ naElEa -%i m W 2 x 4 STUD WALL BASEMENT CONDITION FIRST FLOOR ELECTRICAL PLAN _ SECOND FLOOR ELECTRICAL PLAN PLAN -30-9'~f- m SCALE: 1/4" - 1'-0 SCALE; 1/4" • 1'-O U DESIGN NO z I DESIGN FLOG c 1 ROOFS I WOODOR WOOD, NOTE "NOR eERAMIC ~FACEO MOTE, GREAT CARE AND OT NAEA ODM INTO THE CREATION A Tx! pu1DN Ax0 MplNeapO Or Mem ALAN. AEG LOADS ASPHALT TILE IUILTLP CARET TIIE, tLATE OECN DIuerxpn xpprvM, RIC ncpUld uu OF THE Wra WMnrtr Of PROVIDED ANY rrAEDwu ..DIDA -px rxurte CDI...ITITpx, 84 LUMBER COMPANY , 84156 S 0!1010 SHINGLES ONAF,T ON'TOME LurgVIDON AND CONTROL OVER THE ACTUAL COMrwuCIIDM.M..... I Or rll[pxeu rrElxxeL lx LOCUpWM1OIxp COEF COPYRIGHT ET NOME PLANNEIRS, DEAD LOAD REF 1E ]I IF 1] ]I r x[OU1FER .11 AND OTHER LOCAL xmLDIND AND WEATHER CONDITION., MONAPLANED., INC ANSI xO ANNE .MFlp4T.... INC, AND IF NOT TO HE C@IIO OR Al Q 6T L01 MYOAYO.L I NO GOING .TMCTUMVAILUR..OU TO ANY D.IICLNCHLOMpDIDNLp.lNAOAA INM.pM10x Op LLYIMIMT. RFFRDDOCFO WITHOUT WRITTEN T1 LIYI LOAD IPEII f0 ]O ]D !Y CO FD I. AICOMYUOm THAT TOUCONNLr uOCUUCxrtrtrOlllwOlN..AOYOURexO¢a,AxOCx¢NNIrxmYAminLpullMNO , 4121 WASHINGTON RD. SHEET NO OF Q TOTLL TOTAL PSF AF II FI p 3111CIH2 HUGE 1.IT AT.1ACTUAL C...INUCr1Ox FERYOEIOM M~ McMURRRY. PENN. 15317 2A 5 O 40'-0 5'-5-9/16" 5'-5 9/16" 7'-8 151-1 10'-7 112 5'-7 1/2 1/2 11 6" 10'-8 112 5'-O 1/8 5 1/2" 11'-0 /8 11'-2 5" 2'-0 6 1'-11 3'-8 6'-1 1 fi \'1 11'-8 101-6 6" 2'-0 15, 13-3 C-6 OPTIONAL BAY 4'- 3'-6 7 1 PIECE - DINING ROOM - Cdr ~Rv J, 2668 IJ L---,--_ IF v 0 26 ° BATH # ! C. V.T F N n ~.T M.BATH >Y V.T. ! 3ATH(41 'o C. V.T. K II TCHEN ~ m V.T. o d o V. T-. 0 0° 2668 O g .1 .0 6'-1 6 m x ° io ° _ RANGE N OPTIONAL BAY WINDOW o o O O rv a i- ° o RI4F. a s 1 PIECE lri volo z pI R~F. SH TUB/SHOWER B 0 110 d_ a BEDROOM ~CARPET o ` V0 STUDY/B.R. *4 x DINING ROOM - W N CAF 3068 ffx4'-O 6" 4'21/2 T-81 5'-0 110 7/B 5 1/2" 113 v m ~ rv ~ M.C. CARPET 3068 CARPET a SNACK BAR x 5068 O P. 60686F 2668 - - - - 40680 - - - V.T. 2668 I .uw HALL1 - LINEN HALLWAY o G. - r, ••w ~MHALLWAY 2668 z w° " SHELF CARPET m .'6 C r, xi-- Li CARPET 2 PLY GIRDER ("1~v %1-U CARPET wLL w D w o o SH/PO h 2068BF A) 1 3/4' x 9 W4" m > ° TRUSS ABOVE 1 C1¢¢ I- ME CH. aa¢ MECHANICAL a° CHASJ~ _ 2 PLY GIRDER _ MICROIAM MECHANICAL _ - rv 13 R BOLT zOGE O EEOR PER I~ _ 8'-4 2'-1 D N MANUFACTUREFR RECOMMENDATION CHASE II AT 12O.C. 2'-6 1/2 -1 ' )ATION MASTER BEDROOM V ~2 -1 -I TRUSS ABOVE ~ JOISTS N N CARPET N 3 BEDROOM #3 _ N - OPTIONAL BAY WINDOW D 2668 ~CLO - _ .147 5 CARPET 61, 11 G 16'-10 2I 4 T-1 - 12'-6 6" 16 - p1 CARPET o (LINE OF 8'-0 ~ (CEILING BREAK _ J 3 4T o in - m d - LINE OF 8'-0 o o i m z O1 C EILING BREAK L n LIVING ROOM u p ATTIC ATTIC ATTIC a CARPET C ~V_T, FOYE • 11 52" C ACCESS S ACCESS ATTIC i `OPTIONAL 6" 14'-3 4'-1~ 4'-l1 6'-5 1/2 12-6 6 V.T. C. FAMILY' ROOM F FIREPLACE o p,7, LL CARPET i~ 2 x 8 CEILING; JOISTS X 2 x 8 CEILING ! III IIo WITH 2 x 10 RAFTERS AT 16" ON CEPVTER JOISTS WITH III o III A 2 x 10 RAFTERS ! AT 16" ON CENTER m ! I J L-- io T-0 x 4'-0 A CONCRETE STO 41-6 6'-8 81-10 8 4 6- a'"6 2 x 6 STUD WALL BASEWNT CUCITION 6' 16-10 9'-1 12'-6 6" SECOND FLOOR PLAN 0`0 SCALE: 1/4" 1'-O 2 x 6 STUD WALL BASEMENT CONDITION FIRST FLOOR PLAN SCALE. 1/4" 1'-C VENTILATION SCHEDULE ROOM NAME AREA LIGHT VENT REG. ACT. REG. ACT. OPTIONAL BAY LIVING ROOM 229.50 18.36 21.60 9.18 11.86 WP GFI 42" GFI DINING ROOM 111.83 8.95 30.18 4.47 18.24 - 42" GFI FAMILY ROOM 199.74 15.98 21.60 7.99 11.86 GFI f KITCHEN 119.30 9.54 6.30 4.77 3.54 -MASTER BEDROOM 203.40 16.27- 28.40 814- 15,74 t7]{IT~}l, "'1 42" 2" GFI BEDROOM "2 118.61 9.49 21.60 4.74 1186 BATH •2 IF GFI I ~ I p. GFI BEDROOM N3 140.40 1123 21.60 5.62 11.86 n rL ' BATH ATH KI HEN r 'A STUDY/BEDROOM R4 121.45 9.72 21.60 4.86 11,86 V.T. .T. FAN I V T. III MASTER BATHROOM 43.96 3.52 ARTIF. 1.75 MECH. BEDRO( I RANGE 1 42- STUDY/B.R. 4 DINING ROC~~1~ ~.3 BEDROOM #2 PC W BATHROOM Mi 39.u4 3.12 ART IF. 1.56 MECH. 5 CARPET V010 CARPET R F.' BATHROOM N2 72.03 5.76 6.80 2.88 3.88 SH 'I CARPET CARPEF G SNA BA J 3~ II S.G. 3 _ 110 V - - R-PC _ HALLWAYS =3- r - MASTER BEDROOM 4 ® HALLWAY BEDROOM '3 _ 'I 3 CARPET SD. SD. CARPET C'ET I 1 WP 113V iVN CFI WINDOW/DOOR HEADER SCHEDULE - - I D N I, 13 R I' oowN FIRST FLOOR REOUIREME14TS - To IErcEp HAX1,1I 5Pµ C OS. 2 X 10 56 BASEMENT _ R-PC 2-2AQ 6'-6' _ R y X R f I-NN______________ II SECOND FLOOR REQUIREMENTS - - J - J SWITCH i I HEALER MAXI" 5Pµ III 2 2 %6 ]f - - - - - 11 LIVING ROOM P F MILY ROOM 2- e r e s-6• ATTIC A IC ATTIC CARPET 1G 1R CA PET _ 2 x a 6=6 ATTIC ACCESS • 7 52' T -OPTIONAL of FI FIREPLACE i OY R DPTO 1 2ND -4) p i V. FFR- IF YOU ARE CONSTRUCTING YOUR HOUSE USING 2 X 4 1 STUDS FOR THE EXTERIOR WALLS PLEASE DESTROY 3 3 SHEET NO. 2B AND USE THIS SFTET (2A) FOR - LAYING OUT YOUR WALLS. - - - WE GFI TAM ur E"LCR L u«m WEm III{ i i:. 616 t bpd C I IA E:LJ 41 T: a wo-°~'~~rL~k. 2 6 STIR WALL NSOEM SOL NSSISEIS . USS R BAxx 6 STUDDO AI IT ONI BASEMEN CMITION FIRST FLOOR ELECTRICAL PLAN ~SECOND FLOOR ELECTRICAL PL 4L c PLAN SCALE: 1/4' - 1'-0 U Z . 30- 9 ~D1 `DESIGN ROOFS FLOORS c I WOOD 011 OD, cE MMIC DESIGN NO. S LO~CS ASPHALT MITSIEN 11I WOCARPET TILE, ELATE id NOTE:TS HOWEVERAtCAU.E uI THE UPon15Rrr or M...INS..111 ..oeu ~Oe TeplwOlA1 rxG arTRm rIi•xEoNo NOTE: SHINGLES OE NFT. 00 STONE NEIRVI.IGN.ANDCONTROL OVERTH. ACTUAL CONSTRUCTION ADD.ECAU%t Or nn ORRAr VARIANCE IN LOCAL R ICane 1t AND OTHER LOCAL GUILDINO AND xGTxtN[OxDITION.ROME PLAVAIRP INCx.[LW... I.N.S.10HUY".. CpAND1 NOT XOME COPIED IN 84 LUMBER COMPANY 84158 a i ueso LoAo DEAD L(;7 a DD u ? OL n D.MINCND E oT TO Ee cmrzD o 412 ure Loeo re Lpep nucrue•.rmwu DUerOAxr DEFICIENCIES LnmuDe.c AR ONUI rx.SETS ES0 SD DD DU AD ITI.n.COM09NDED?HAT YOU CONSULT ALOC•LA[cenECTONENDINN.ALFTDURCPOILEANOCMEewTRr... LOCAL, UUP E 4121 WASHINGTON RD. SNEET NO OF ~ r u 0 T IL REFI D. .D S. OFFICIALS PRIOR TO&TANIOFACTWLCO.[TRUCTIOx rlNreMoAou S10N.D wrteouT WRITTEN MCI McMURRRY. PENN. 15317 2B 5 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT VENT COMPOSITION ROOF SHINGLES SHINGLES - TYPICAL ALL ROOFS VINYL GUTTER `PJ/O.S. S. r- UOUDLE 5' COMPOSITION ROOF SHINGLES ,CIA 'JIN fL SIDING TYPICAL ALL ROOFS LOVER 6" VINYL FASCIA T/2nd FLR PLATE B" m VINYL GUTTERS OVER CONCEALED FLASHING TYPICAL 6" VINYL FASCIA ALL DOORS AND WINDOWS m 3 46 - - K46 ! 5 3 5 - 6 - - - 2--0 LOUVERED SHUTTERS - TYPICAL OPTIONAL LIGHT'S T/2nd FLOOR ° T/isl FLR PLATE _ - OPTTM 5068 - 5G0 FAR 83 VINYL GUTTER AND DOWNSPOUTS ® 6 ® 3 6 ® _ _ _ 3 :fi ® ® 3 46 3 6 3 6 DOUBLE S' VINYL SIDING - - - - - - VINYL GUTTER W/O.S. T/1st FLOOR - 3066 T/FON WALL I OPTIONAL STOOP I I I I I I I ~ I I I m I I I I I I I I I I I T/FOOThVG I --------J o _--------------------------J L--------------------------------------------------- BASEMENT CONDITION BASEMENT COWITION FRONT ELEVATION REAR ELEVATION- SCALE: 1/4" 1'-0 SCALE: 1/4' = 7'-O CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONT 11 JI CONTINJOUS RIDGE VENT E COMPOSITION ROOF SHINGLES 12 OPTIONAL VENT OPTIONA 24" CIA. WITH 24" CIA. OPTIONAL VENT 12 26" DIA. WITH TYPICAL ALL ROOFS 3 1/2 T 1 x 4 SURROUND 1 x 4 S 1 x 6 SURROUND 3 1/2 VINYL GUTTER W/O.S. OVER 6' VINYL FASCIA - - - - - CONCEALED FLASHING 12 __.Tr_- 12 12 10 10 U 1'-1 V2 - - METAL DRIP EDGE METAL DRIP EDGE lE ON 6" VINYL FASCIA ON 6" ALUMINUM FASCIA ANY FASCIA DOUBLE S' - VINYL 3046 3 46 46 6 I SIDING 3 fi - 3 Gfi 3 4 3 6 - COMPOSITION ROOF SHINGLES OPTIONAL LIGHT- 1'-1 1/2 - 1'-1 1/2 ? ? bR 5068 SGO DOUBLE 6" IBLE 5" DOJBLE 5" VINYL - - VINYL SIDING YL SIDING - SIDING - TYPICAL _ - TYPICAL 'ICAL - - - 2 306 306 - - VINYL DOWNSPOUT I VINYL GUTTERS AND YL DOWNSPOUTS _ DOWNSPOUTS TYPICAL 'ICAL 3068 I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I aF y I I I I I I I I I I I I I I ---------------------------------J L-------------------------------------J L-------- L------------------------.-------------------------`---J BASEMENT CONDITION BASEMENT CONOI' SENT COPDITION BASEMENT MUITION AT OPTIONAL BAY LEFT SIDE ELEVATION RIGHT S IHT SIDE ELEVATION REAR ELEVATION 1/c• - T-0 SCALE: 1/6" P-0 SCALE: 1/4" • l'-O SCALE: 1/6' - 1'-O U DESIGN No Z V - DESIGN ROOF8 F I WOOD OR WOOD, CERAMIC 8y anGN or THIS w.rx wmPRIN rNr rr or rwm ALAN. DAY NOTE: TILE SUILTLr CAkFET TILE, ELATE EFECED NOTE: Doerr cRRA rw nro.1Y NXrv! Dow UDI INS m ASPHALT MISSION LOADS SNINGLEE TILE OR R.F.T ON STONE DECK :urRerniuN~AND CONTROL OV\N rxuciuu o Nnviueno Ar xCAHN%OF NS ~RwNWAMi1nocu wAR-P. cow 84 LUMBER COMPRNY COPYRIGHT T NOME CED R !SAO LOAD Itsf If ]L IS 1f if 1 wGINwYENtl uCOmNwcw MMM NwwriwxcONrmoxf AONVUNMNI, nc,wfwrr NOwrNNAIWIrrroN INC,rND 11 1l NOT TO rF COPIED ON Al neumw. INCLUDING TRUCTURALOGURrrrur TO ANY GV6I MCIrl.ONWnGNNON ElINOxuxrw uurll aAlruErNxn Z -IV, uaou n i o, Tl REPRODUCED WITHOUT MITTEN lW1 LOAD If iG !D ]G IG GO w ROAECUAwNUfG THAT YOU CONSULT A LOCAL ARCHHlDTGR...I..MIUrTGURON.IC. AND CHOIR M1N TO. L....' NIRIA. 4121 WASHINGTON RD. !MEET NO Of Q To iµ TOTAL of) GI !1 O U V a r¢ w PRIOR O START Of ACTUAL CON.TRUmIOr PERMISSION MC McMURRRY. PENN. 15317 3 5 ~ GENERAL NOTES= r-- _ - - - r 1. DUCTWORK TO BE 28 GA. GALVANI7E0. Ili O ~ 10" x 8 I i I I 2. ALL DUCT JOINTS TO BE SEALED WITH F oucr TAPE. . x 6.. I 160' CFI, 10°x8' I I 3. DUCTWORK TO WRAPPED WITH 2" " FIBERGLASS INSULATION. 6 C.D. 160 CFM I I I /C? (ATTIC DUCTS ONLY) 50 CFM 8" x 8' I I I I 4. FLOOR REGISTERS, SUPPLY REGISTERS, CEILING DIFFIJSI,hS O~ Co CFM 8" x 8' C.B. I I i 75 TO HAVE VOLUME CONTROLS. RETURN AIR GRILLES TO HAVE - 100 CFM _ _ _ I I I 1" FILTER IN FRAME. ALL OUTLETS TO BE STEEL WITH I I I I PAINTED WHITE FINISH. N I I I I 5. HOT WATER HEATER AND FURNACE VENTS TO BE DOUBLE WAL_ I I I--- THROUGH ROOF WITH FLASHING, COUNTERFLASHING AND I I I I FACTORY MADE TOP. (2) DROPS BELGv., 6. SUPPLY DISCHARGE ON FURNACE TO HAVE FLEX DUCT CONNECTION ry o INSTALLED. I o 0 o STPiR`~ od I I I I 7. THIS SYSTEM HAS BEEN SIZED FOR A FUTURE ADDITION I I - - OF AN AIR CONDITIONING COOLING SYSTEM RATED AT 3 TON o IF THE OWNER IS CONSIDERING ADDING AN AIR CONDITIONING I I ~--1 I I COOLING SYSTEM IN THE FUTURE A REFRIGERANT COIL II x 10" IN ATTIC 12" 12" PLENUM SHOULD BE INSTALLED WITH GAS FURNACE 20' x 20" x 2"- AND SINGLE STAGE HEATING/COOLING THERMOSTAT DURING - - - - x 12" 20 x 14P _ 7" DIA. INITIAL INSTALLATION FOR FUTURE AIR CONDITIONING. _d - - VOLUME OAPIPERS 10 x10 8. MECHANICAL PLAN LAYOUT AND NOTES SHALL BE VERIFIED ° p t N IN ALL SUPPLY a BRANCH LINES _ I I x 8" X BY LOCAL MECHANICAL CONTRACTOR AND BUILDING OFFICIAL p1 RETURN TURNING F.D. 12' x IT m LP _ TO ASSURE COMPLIANCE WITH ALL APPLICABLE CODES - - C0._x 8-- DOWN - ° VANES ON ALL _ 1 d d d L---- VOLUME DA -1r PRIOR TO INSTALLATION. 2501 CFM SQUARE ELBOWS 1G 14' x 8' 175 CFM CLC W.H. ° I III cill E5 ryo ALL SLi,Pt 1io°'v. EQUIPMENT: - - I I I I I z- 12' x12 GAS FURNACE TO BE 80 PLUS EFFICIENCY SUPPLY - 12' X 12" !SUPPLY DOWN I I - I .I 125,000 BTU IN, 99,000 BTU OUT, 2050 CFM AT .5 S.P. 5' OIA. I 1 I 1 3/4 H.P. MOTOR 1 PHASE/115 VOLT it THRU R( - 5' DIA. RV OVAL it ThRU ROOF I I I I I 1/2' GAS CONNECTION ~ ~ I I I I I I I iI - - - - - - - I I I I L J BASEMENT CONDITION BASEMENT CMITION MECHANICAL PLAN - BASEMENT MECHANICAL PLAN - SECOND FLOOF FLOOR SCALE: 1/4' = 1'-0 -4 X SCALE 1/4" = 1'-0 W.C. LAV. 4.x5" THRU 4'x5" VENT INCREASER THRU ROOF WITH NEOPRENE FLASI FLASHING BOOT r I -t 2' CIA. LAV. I SHOWER W.C. 2" CIA. CHI 1 12'x6'1 12" x6' - I L ~ I I I I I I I 150 CFM R RE6 150 CFM r I I I wc. LAV. g„ xc p TUB I I ~ 50 CFM _ i c U IA. -p ~ I LAV. I SHOWER I 16°I(HSR. W.C 3" DIA. - li SINK I TUB JB 3• DIA. I I D.W. I I ~ TUB FPHB - 20" x 20" I LAV I T i r---- 2" LA. - DIA. RAE/ W.C. I - I GRAY BOX I L- - - - - - - :an- D.W. SIN( GOWN12" z 6" 20' N - - - - - uo FM 20" x 8 UP FLR REG c SUPPLY2 LIP 3 VALVE LOOP 3' 0111 A. TUB I 2' DIA. 5" OIA. RV > - - OVAL UP / - \ I LAV. AV. FPHB METER 4" DIA. 12' x 6' W.C. i I - 3' DIA. 140 CIFIA EEL U © - I 1/G" FROM WATER NOTES: - - ~ SERb ICE CAST IRON SEWER TO 5'-0 BOXY S-0 6' DIA. II HOT WATER OUTSIDE OF BUILDING, THEN TO THEN TO II NOTES: "EATER B" AMVIT SEWER WITH BANOSEA DSEAL CONNECTION BETWEEN BETWEEN FLOOR FLR REG FUR REG FLR REG DRAIN 14G lkM 75 CFM 140 CFM J PROVIDE AIR CHAMBERS AT ALL CAST IRON AND AMVIT, Y RISERS AND 12" AIR CHAMBERS AND VAI VFS ® II AT ALL FIXTURES. L L" DIA. FROM SUMP L 12'x6" II \ 10'x6" 12"x6" Z WATER HEATER WITH U.L. APPROVELI FOOTING TILE IM STORM 51 SANITARY .E TEMPERATURE AND PRESSURE 4 RELIEF VALVE. ~F%~ DID TO DISPOSAL BASEHEM CONDITION c CIA. TO DISPOSAL COLD COLD MECHANICAL PLAN - FIRST FLOOR SUPPLY DIAGRAM --"-°T a 3' 3 a 9 WASTE DIAGR) DIAGRAM --"-°T SCALE; 1/4' 1'-0 NONE NONE A u z p D DESIGN ROOFS FL !A C NI WOOD OR MI!lION CARPET WOOD, CERAMIC !PACED NOTE, oaAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DEGnx AND ENwxn.Ixo or rxea HE .N. 84 84 LUMBER COMPANY EIN NO L x LOADS A SHINGLE TILE lOILTLP TILE, SLATE DECK Y R oNaxultr coxlwmrme NOTE lNINOLE! DR R.F.T 011 !TONE 'u[wll11014 ND[ CONTROL anR THET ACTUAL CONrtRUCVax uo Wioux OF TE E GREAT VARIAIMEw LOCAL AUILDHAQ CODE COPTIROH7 ET NOME PLANNERS. -q 84158 DEAD LOAI a TOT LIVE LOAD DEAD LOAD PSF II ]I II IE ]E T IOUIIININTI AN. C111111 LGCAL ANLDINDANOMEU«umnenmxE-..A"A..... , INC .A.wE.w RU...MWILIrrFDR INC. AND.. NOT TO of COwED On 41G w.ow.GU ~N .On.LCTw.,gDUMADUl TO AN.DA'.CNRC. CAN... G...... A..EM.....LwE..I.TE LIVE LOAD IPEf, ]0 ]0 ]0 1U AG ED GRFGwIN OF TOUR CFOIU AND CHECK WITH YOUR LOCAL NM1GIMO REPRODUCED WITHOUT WRITTEN 4121 WRSHINGTON RD. SHEET NO OF a TOTAL a TOTAL PEF AI 61 Al III EI p On¢CAL•NIO.eDEl..1.1 CTUALC.Ml.UClO. RIRMnEION Mct McMURRRY. PENN. 15317 4 5 TOP OF CHIMNEY TO BE 2'-0 ABOVE ANY ROOF WITHIN A 10'-0 RADIUS OF THE FLUE AND 3'-0 ABOVE THE HIGHEST POINT WHERE G IT PROJECTS. R-11 INSULATION FLASHING 12 2 X d NAILER --l10 _ R-30 INSULATION 4TION V ROOF SHINGLES COMPOSITION ROOF SHINGLI (2) 11 7/8"M-L HEADER 2 x 8 RAFTERS TERS AT 16" A o/c 5/8" TYPE "X" GYP. BD. FIRE STOP 2 X 4 OUTLOOKER ALUMINUM GUTTER 3UTTER GALVANIZED METAL FIRE STOP W/NAILING FLANGE BY MFR. 2 X - HEADER - - SOFFIT 1, 0 F-CHANNEL DF I , DL I , DOUBLE 5" VINYL SIDING VINYL SIDING m SLIDING DOOR OR \ m m m HEARTH PRE-FABRICATED NRTH '0' PER LOCA~ CORES FIREPLACE CLEARANCE DI ING RM ]ES MFR. SPECS. 2 x 10 FLOOR JOI x 10 FLOOR JOISTS o \ R-30 INSULATION ATION SEE FRAMING PLA E FRAMING PLAN FOR DETAILS L rv - OPTIONAL STOOP STOOP 1/2" EXTERIOR I]OR GRADE PLYWOOD GRADE PLYWOOD 112" EXTERIOR GRADE P0 TREATED BASEMENT PRESSURE TREATED TRIM M 2'-0 0 PRESSURE TREATED 1 X 4 TRIM 2'-0 CRAWL SPACE RAWL SPACE AND BASEMENT CONDITION CRAWL SPACE AND BASEMENT CONDITION FIREPL (REPLACE SECTION CANTILEVERED BAY SCALE: 1,2" ° 1'-0 SCALE: 1/2" ° 1'-0 :ALE: 1/2" ° 1'-0 0 2 x 4 STUD WALL - AT 16' o/c CO CLI - 0 DOUBLE 2x HEADER SUPPORT x x HEARTH SEE LOCAL CODES FOR COMPLIANCE 2'0' N m 0 PRE-FABRICATED ® T METAL FLUE L7 PRE-FABRICATED '0' CLEARANCE FIREPLACE - SEE MFR. SPECS. ~"I rs -p o 2' 0 v .o PLAN VIEW FIREPLACE- SCALE: 1/2" = 1'-O bM1~C £ lfu04 36 DESIGN NO, o - DESIGN K F FLO N MI o WOOD OK MISSION WOOD, CENALAT SPACED NOTE, GREAT ....Pros FAA, ..NE INTO TTE enure...11.L .ER.N A.. E.W.... AD.1 PLANES 11...... 84 LUMBER COMPANY 8415B PROVIDING ANT APPROVAL ANDrOP ON TN..YE' cwN.ULT&TION NOTE: LOADS ASPHALT TILE aU1LT LR CARPET TILEilON E pEOK cur erlnox NOW YEA IRCAU.E Or THE n..uxnnr OF rA SHINGLES GAS "T ON lTOXE CONTROL OVER THE ACTUAL c.xneucn.N AND ncwvL Or THE GREAT VARIANCE wwnLBUILDING CmE C0fTA1aNT ar ROME nAxxSPa, -070,-AD11 DEAD LOAD IfEi 11 IE IE EE i REQUwmNATO ANeOm!"mnL Rmmw.n"DWEATHER CON.nIONS.PATE PLANNED. INC, nO.W... nnraNRUNn P.. INC, AND Ia NOT TO PIPE COPIED 00 TIi I RAOP., IN STRUCTURAL FAILURES DOE TO ANY DEFICIENCIES .•O..IONR.a Pnn.AEU rx.an.N 1RW.UenPlxn KFfN O0YtF0 WITHOUT WIIITTEN AMY LIVE LOAD IFEf 30 ]O EO EU EO ID DTHAI ro.[O..JLT ALOCAL ARCHITECT OR Ex.wRRCr YOUR CHOICE ANR OIT 46 R4COMME CxEC. arx r.uu T'" nerw. RFNMIaaCE 4121 WASHINGTON RD. SHEET 40 a IIYE Lo O a McMURRRY. PENN. 15317 5 DF 5 TOM TOTAL (SIR) M It o v el a .1110 L. rune T. START Or ACTUAL CONSTRUCTION M 0 CAPE MAY 16' 0 16' 0 16'-0 2'-0 61-0 6' 6'-0 2'-0 6 4'-0 U-0 Ell 4x4 POST B 2x2 BALUSTERS TYPICAL _ AT 0'-6" o/c - TYPICAL 2x N f7l 2-zx 2-2x BE S 6/4x of 5/.x DE ING om BUT JOI BUT J01 TED) I I I I I rv 0 1-cnl-l 2-2x 2-2x BE S .-.x-~-BECKWCr-(~LJn nT n~ - N T 2xfi C] DINING ROOM DINING ROOM G ROOM - 4 -X ~M E L J L J L J r KITCHEN DECK AT CRAWL/BASEW-NT H FLOOR KITCHEN FINIS PARTIAL REAR ELEVATION EL. - ,'-2 SCALE: 1/4" = 1-0 PLAN DECK PLAN BASEMNET DECK FRAMING PLAN SCALE 1/4' 1'-0 SCALE: 1/4" 1'-0 5/4 x 6 DECKING (BUTT JOINTED) 2x6 RAILING -q 2x8 (RIPPED) TYPICAL 2x10 (RIPPED) AT ifi" a/c 2x6 HANGERS AT 16" a/c 2x6 RA M RAILING ~ LEAVE 1/4" GAP 2x2 BALUSTERS o MINIMUM BETWEEN AT 0'-6 a/c 2x6 AT ifi" o/c DECK AND HOUSE WALL 2-2x8 BEAMS 11-0 11-O 5/4x6 DECKING (BUTT JOINTED) 2x2 8A 2x2 BALUSTERS o 2x6 BLOCKING TYPICAL m co 2x6 JOISTS AT 16" o/c 2,6 FLOOR JOISTS AT 16' a/c iTS AT 16' a/c ~ 2-24 BEAM m I II-~ 2x6 2" PEA GRAVEL ON ......T . Ib CONT. _ FILTER FABRIC 3/8' DIA x 0`13 B it I TS 3/8" CIA. x 0'-8 LONG THRU-BOLTS LANDSCAPE T I I LONG THRU-BOLTS EDGING I~ 4x4 POST 2x6 BEAM TI I. 2x4 I I I I n I I I REINF. I I 2-2x8 BEAM CHAMFER BEAM AS SHOWN WHEN I I I I 2x6 JOISTS AT 16" o/c . x -8 ~ 1 III I I I 4x4 POST LNTYPICALU-BOLTS I I I I LJ 4x4 POST I `J I 'j 2- PEA FILTER FABR CL ON III EXPOSED LJ I I LJ J 12" CIA. x DEEP CONCRETE PIER 12• x 42" CONCRETE L FOOTING :BETE _L0 L J TYPICAL CONCRETE FOOTING - L J L J L J 1'-6 2'-0 2.0 S' 0 2'-0 SECTION SECTION B SECTION USE P/C STRINGERS C SECT I i SCALE: 1/2" SCALE: 1/2" - 1'-0 A ~~ALE: V2, SCALE; 1/2" - 1'-0 ~N r ' I M es 3, 3 - 9 y OESiaN NO U F DESIGN W000, CERAMIC NOTE; Deal ceN! INp enoNl Nw! Dow! INTO THE ceunox or lx! pnIDM AND lNDIxnNIMD OF rxxne nexX MXD NOTE: 84 LUMBER COMPANY 8415BC a ~ WOOD ASPHALT ON MISSION EFlCEO SHINGLE TILE E111LTLF CAKFET TILE ,ELITE (idlerI DECK UDIPYIN UlN,TtN!YDnYor NN.YNNFQ INCENSE IONYOxu INDroA -aY coervm LOADS CODE _ OR x ENINOLEE 1111T ON BONE nOe AND CONTMOt IOC OVER auclUALpu COcolnepplmm AME, lXD num. or\Nl.NU\vle.MAN n IN N LOLOCm.DnDIXp DDD! INC COPYRIGHT T MOVE PLAMINKIII XIOW XMIX.I AND OT ,XXppiNIEM IX LOCLD .....A1.111 ES OAIYMMXI, INC,NINWIMOXOODXl1lILIL\IOX OIOR AMC I8 NOT TO TE COPIED IIGO! 4121 WASHINGTON RD. SHEET NO OF N McMURRRY, PENN. 15317 1 1 al m T u I I I T}I DEAD CI.....NMNCIIOF I... I NY.pM1 INNON.C.NE D 10.1 ON LLYIIXIMl! K1F110DYClO WITHOUT W111}T!M IVI LOAD FEF If 11 I! IY 1 XXY DNYWA0T IND RNYCTUNAiYMIVNKUIWNIS RIDYl i Y DEFICIE MOKI NI!<NICNNI\FTOYIILLOGLIYILDINp PERMISSION i YI LOSE FF EO DO e0 CU CO !D p11 1. pl[4JYISIDE0l10lllNl pl lC\WL C OX\iNYCtIOF CIpNIMDIYpUI YOYNTI t T }Yl FEF 11 EE ME 11 YI O D i O II BATHRMC-~] 12 1 12 M.BATH 1 ONCEPL.ED METPL METPL GRIP V'FLRSHINiG tp EDGE ON p" VINYL FP..CIA T/F I - T/PLATE DOUBLE 5" VINYL SIDING BEDROOM #2 O BEDROD m m - 3 4 MASTER BEDROOM HALLWAY LWAY BEDROOM #3 i55E5 - T/2nd F T/2nd FLOOR HRLF TRUSSES - RUSS /PLRTE T GIRDER TRUSS /PLATE t v L 0 m n ° N m rv ~ m n N C 0 N m 4'-L 5' T/1st FL( T/1st FLOOR 8 4'-4 A T C - ~ I I DORMER OORMERI m r PRNELS PRNELS T I I ~ I I I I L2 ' 2x10 BLOCKING - - I i m 2x6 RAKE 12 L RFTERS TYPICRL FRONT ELEVATION - 2%1D RIDGE BD 10 - 2 x 10 RRFTERS TYPIC SCALE: 1/4" = 1'-0 16' O.C. . 18'-8 7 1/4' L114t 1' 4 3 y'4 1'-4 T-4 3/4 / 11-3 1/4 1'-4 1'-4 1'-4 0 3 y'-4 1'-4 7 1/ 14 SPACES AT 16' o.c. - 18'-F GIRDER TRU55 1/4 3/4' 8 3 L - 3/L 40'-0 1-0 CLG, JSTS. STUD - 2x2 NRILER 2-2x10 HER. OPTIONAL DORMERS ROOF FRAMING PLAN FOR DORMER )RMERS SCALE: 1/4" 1'-0 2x4 CLG. JSTS m r-- 2x6 RRFTERS Eo ~ FLASHING BAT~~,.. ROOF RRFTERS ~EYONO `n m 2x4 NRILER \ M.BATH n I BEDROO BEDROOM #2 F-1 n - HALLWAY -ILWA`' u u a MASTER BEDROOM 2x6 sue-f RSCIP i sue-FASCIA CL-51 I I ---Tr---ter-- I I I ~ SECTION F RIGHT ELEVATION i 4' 3'-8 I ~r Li KPIINEL GDi - - OPTIONAL, DORMERS DRMER5 - - - - - - 2x1C RRF TER5 7'-10 24-4 24'-4 U 20'_0 5'-8 GRRLE WRLL GIRDER TRUSS ION AT DORMER 2x6 RAFTERS ATT ~ C 5 B_ 4 4 p 0 2x6 RIDGE BOARD 2x10 BLOCKING 40 0 2-240 MDR. 40'-0 2x2 NAILER I IV " " L - 2 x 4 STUD WALL B. 1'-3 1/4 2'-0 a f; 2'-0 2-G fir-- 2-0 SIDE ROFF DORMER RLONG OPTIONAL DORMERS < DORMER FR =R FRAMING PLAN SECOND FLOOR PLAN 7-O SCALEI 1/4' - 1'-O 0-:7 SCALE: 1/2' 1'-0 3-3a-gg oesiox xo ! F F A NI a u DESIGN W000 OA MISSION WOOD, CERAMIC !PIECED NOTE Y Rxo vsonT xArE Don a wo~EO^Y[ama OF +H¢unrvvnlon NOTE 84 LUMBER COMPANY ; 8415 DR z a -1 TO LOADS ASPHALT TILE IIUILTLP CARPET TILE, !LATE DECN nmx DRAFT HOWEVER r A AN ExI kGC _ THE Wn[YFxTFn 0'HE e Lm 1 U F.. IN yflUYe Xa X[fROnf FLlTrmn INC AND II NOT TO IE C CWIED ON 9Ao SHINGLE! ON PF,T, OR STONE A Lou. EwClu.l yeXrxf Xrce.ol~nTxoYEf~uyOyunuuyCl xODUAUI iouocmF CorrNlcnf BY HOME PLANNERS, DEAD LOAD (E!! IL 1E IE 1E ]F + WO![IX OIXOf+,CllUAU 1AHUREf DUE TO uYDEFICIENUEf OIJIf[10Yf C' ERROXE IN THE OFfIOXIOnfwlHN.l• IfEF1100VCEO WITXOUf WRITTEN 4121 WASHINGTON RD. SHEET x°1 1 a 10 10 40 10 EO OTMx+YO CON TALI A LOCI ARCHITECT ON ANOINEEROF YCIN CHOICE AND CNECAFlTIN YOUn I LOCAL .-DING FENYIlIION EL) IT 19 I IW COME IRS" 10 ornCIAL[ NNIOA TO n.e+ OF nouu coxpnucTlox McMURRRY, PENN. 15317 ~ rou TOTAL IFSEI AE !e O !e eE n 0 B" - CONCRETE 18'-8 CONCRETE FOUNDATION g" 10" - CONCRETE 18'-6 CONCRETE FOUNDATION 12" - BLOCK 18'-4 BLOCK FOUNDATION 12" - BLOCK 18'-4 BLOCK FOUNDATION WALL CONSTRUCTION C04TINUOUS RIDGE VENT OBL 6 VINYL SIDING 'I CONTINUOUS RIDGE VENT w OVER 1/2" SHEATHING ON 2x4 STUDS ~ m r-----_ AT 16' o/c I I I I I I T/FDN WALL ALUMINUM GUTTER T/SLAB T-/SLAB T/FOIOTING ALI AAk EL. • (H C'-0 ° T EL. - P) 0'-4 ° EL. - (-)3'-4' AL/ ALLMINLM GUTTER 4.NPWITION 4 W/ O.S. ON 6' EL. 0'-0 W/ D.S. ON 6' SHINGLES ROOF EL. 0'-0 W/ D.S. ON 6" SHINGLES ION TYPICAL ALLMINJM FASCIA SHINGLES -TYPICAL a0 ALUMINUM FASCIA CONCEALED T/LEO E T/LED E CONCEALED FLASHING T/GARAGE PL FLASHING T/GARAGE PL RAGE PL EL. o, EL. _ (-1 O'-B 2" SILL PLATE m 2x4 PRESSURE TREATED MU SILL PLATE SILL SEALERSANDI ATTACHED TO FDN WALL W/ 1/2' x 10" YPICAL N ry 71 1 --T I I o 4 - - - - - - - - - - - TYPICAL 0 T/T/FDN WALL p- CONTROL T/FDN WALL CONTROL 000 1 ANCHOR BOLTS W/NUTS AND WASHERS /FON EL 0 O , g EL. = 0'-0 11 , o p- JOINTS 000 AT 6'-0 a/c MAX. 2 PER PIECE T/FDN START ANCHOR BOLTS ,'-0 FROM EACH CORNER EL = 0'-0 TiFON i 16'-0xT-0 ~ 0-0 OPTIONAL FIREPLACE ° OPTIONAL FIREPLACE I° f 6-7-0 I EL - O' O _IT---_-i----- 4-PANEL OVHD DOOR-4 ~ iO L J V T/FTG L-_ EL. _ (-)B'-0" CRAWL SPACE and BASEMENT OPTIONS T/FDN WALL o PION WALL T/ o RASEHE-NT CONDITICN EL. = 61 1'-5 1O _ EL. 1'-5 ' CRAWL SPACE CONDITION 1A SECT ION (CONCRETE FOUNDATION) 8'-0 16'-3 8'-0 16'-3 SCALE: 1/2" _ T-O SLAB CONDITION 1'-10 1/2 11-10 1/2 1-10 1/2 T-10 1/2 BASSI 20'-0 20'-0 _ 2-CA 2ARaCJ'rT rl_ AND CRAWL SPACE oA 2-CAR GARAGE W/ W/ LALI DRYaLFill OPTION W/ LAUNDRY RM OPTION SLAB CONDITION BASEMENT AND CRAWL SPACE 2-CAR GARAGE - W/ LAUNDRY RM OPTION 2-CAR GARAGE W/ LAXrORY RM OPTION FR FRONT ELEVATION FRONT ELEVAT I ON SCALE: V8' P-0 WALL CONSTRUCTION SCALE: 1/8" - T-G PARTIAL FOUNDATION PLAN PART I AL FOUNDAT ION PLAN SCALE DR 5 VINYL SIDING SCALE: 1/8" = Y-0 SCALE: 1/8" = T-0 OVER 1/2" SHEATHING ON 2x4 STUDS AT 16" a/c T/FDN WALL EL. m EL. 0'-O m 6" CMU OVER CONTINUOUS RIDGE VENT ALUMINUM GUTTER UM GUTTER LAUNDRY GARAGE GARAIGE D,S, OVER ri T/ 1st FLR 4" CONC SLAB W/6x6--10 CONTINAUS RIDGE VENT AL.MINIM GUTTER 8" CMU FDN WALL SILL PLATE _ WITH D,S, OVER CORE CONC FILLED 2x4 PRESSURE TREATED SILL PLATE 6" ALUMINUM FASCIA IMINUM FASCIA EL. W.W.M. OVER 4" PEA WITH D.S. OVER 6' AL.MINM FASCIA SET IN I TO SEALER GRAVEL OVER COMPACTED EARTH ATTACHED WITH 8 FUN E WA LD 5/8" F.C. GYP DO ON CEILING 8 COMMON WALLS 112' x 10' ANCHOR BOLTS WITH NUTS AND WASHERS AT 6'-0 o/c MAX. COMPOSITION SHINGLES 3068 - COM OCALSITION SHINGLES L° (2 PER PIECE) - START ANCHOR TYPICAL G-LABEL 19'-4 4" W/STEP TYPI BOLTS 1'-0 FROM EACH CORNER OPTIONAL CPTIONAL - F l C) I CRAWL SPACE and LAUNDRY 8 8• - ? ? BASEMENT OPTIONS eEe ~E _ - SLAB CONDITION W° SECTION (CONCRETE FOUNDATION) 22 x30 UU 1B SECT I ON 03LOCK FOUNDATION) SCALE: 1/2' _ ,'-0 3068 o ATTIC 2A - SCALE: V2" l'-O ACCESS DBL 5 VINYL SIDING TYPICAL 9 A m it ~ I X~I n rv 5 VINYL SIDING TYPICAL - S w W o °y SLAB CONDITION ~ R x BASEMEJ~N~T p ~CO~NIDITION 2 CAR GARAGE 2 CAR DARN E W/ LAUNDRY RM OPTION s OPTIONAL W/ LAUNMY FlM OPTION FIREPLACE QJ REAR ELEVATION J 16'-0x7'-0 OVHD DOOR v REAR ELEVATION HOUSE LAUNDRY T/ 1st FL SCALE: 1/8" - 1'-O -~R- ~ 0 SCALE: V8' - Y-0 7 ~ MITI EL. 0'-11 1/2' ~ 2-1 3/114"X11 7/8" w LAUNDRY GARAGE m T/ 1st FILE _ MICROLLAMS IJ IJ T/FDN WALL n n_n 4 ib'-0 '-u 2 0 20-0 BASEMENT BASEMENT A CRAWL SPACE AND SLAB CONDITION CO 2-CAR GARAGE - W/ LALINDRY RM OPTION CONTIN"S RIDGE VENTS RIDGIF NT'INUOUS VENTS - OPTIONAL VENT PARTIAL FIRST FLOOR PLAN OPTIONAL VENT 24' DIA W/ BASEMENT CONDITION 26" DIA W/ SCALE: 1/8" 1'-0 SLAB CONDITION II 3 V2 2A SECTION (CONCRETE FOUNDATION) 12 /zc SURROUND SCALE: 1/2' 1'-0 2B SECT ION 1C " FUMATION) SCALE: 1/2" " ib0 Q 1'-0 12 i'-0 U 10 PRE-ENG ROOF PRE-ENG ROOF TRUSSES AT 24" o/c \ / TRUSSES AT 2C DPo 12 12 12 i~ 17 i 0 0 0~ ATTIC ~1D m~ ATTIC I 10 ~ 1'-0 / 11-0 11-0 1'-0 rv - HOUSE LAUNDRY T/ 1st FLR W T/FDN WALL DBLPICAL VINYL SIDING GARAGE W you DATION LCJTE3~' SLOPE 3" TO OR cO DEPTH VARIES - R 1 I CEIL 55 VINYL SIDING T EL. • 01-11 1/2' TYPICAL I f EL. • 0'-0 I I BA SECONDITION I FNT BASEMENT SEELOCAL CODE ~ col _____..T SLAB CONDITION BASEMENT OOMITION 2 CAR GARAGE 2 CAR W LA1~ W OPTION q~ w h y SLnF CONDITION BASEMENT CONDITION BASEMENT CONDITION W/ LAUNDRY RM OPTION RIGHT ELEVATION SECTION BLOCK FOUNDATION RIGHT ELEVATION BUILDING SECTION BUILDING SECTION 2B SCALE 1/8' 1'-0 SCALE: V8' • 1-0~'~ t, SCALE: 1/2' 1'-0 SCALE; 1/8" - 1'-0 SCALE: 1/8" • 1'-0 Na, va DESIGN NO v z DESIGN N PL o NI r c i WDOD OA MIEtION WOOD, CENAMIC tDECEO NOTE, DAOT CAME AND LrFOxr IN Xr INTO THE CREATION OF 741 olv.N exr rxalxnNlxo or rWI. nNx! NDE NOTE LOADS AlPNALT TILE tYILTLP CAMFT TILE, SLATE DECK NLWrxIETO XON[ .1 INS 1 N1 mmN'TI .1 rro Ax' A r .AI NE°oxaxum^coAEw unDN 84 LUMBER COMPANY , I 8415 2G tM NOLEt ON N.F,T OA tTONE CONSTRUCTION muvlnon AND CNIN OLOVI MNr ARUUTHER COHN MDONVEI .1 VANIANCIIx LOCNLLWILEIx000EL I ONOYF PLANNERS, .UE INC, AND U It CE NOT V TO SEE COPIED OR 4121 WASHINGTON RD. SHEET NO OF i Duo a ure DEAD LOAD IrEEI IS O! IY 1! ]0 1 EOVIAEYENIS AND OR LOCAL NLEOILDIXONND M1TOMNxl.NOYI PLAIN. NEONLN. OMaY NV MvOAl1N0lE IxcLU.NIGTHIPwmxa nNVCLUA4 ru1VAlE DUN ATO UI TO AX, "11 OEFICIExaU CAN".... NIOxE Cl END "FROU ONE IxREIR TNEEEUE..DI..ONEWErNINI. NNE REPRODUCED 'MTNOYi WIIITTEN EN ILOAD R ]D OD !D NV AO ED ~JMCONW S A NLOGLNATIilttONIXOINIINVrrOWICXOIU,EEO CNECNWIix NOYAIWCNLNILEIDO PDNYIEEION A TO OfRCINLE PRIOR OA TO }O FTAONRT T OF Or ACTUAL CIYAL COAELAVC}IOM 1 a AL NIEIAE EE E! NE !0 El McMURRAY. PENN. 15317 1 1 0 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VIENT OPTIONAL VENT 2,4" DIA. WITH 1 x 4 SURROUND 12 V2 COMPOSITION ROOF SHINGLES TYPICAL ALL ROOFS T/2nd FLR PLATE 12 Ac;HINfi METAL DRIP 10 -----HlNfi EDGE ON 6" 1'-1 1/2 VINYL FASCIA VINYL DOWNSPOUTS 6 x 6 BUILT UP POSTS WITH 1 x 8 POST WRAP TYPICAL m DOUBLE 5" VINYL SIDING TYPICAL ICI LOUVERED SHUTTERS - - VINYL GUTTER W LOUVEERED SHUTTERS 2 m 3 1/2 F TYPICAL OVER 6" VINYL FASCIA TYPICAL 2 - 2 x 10 STEPPED FLASHING CONCEALED FLASHING CONCEALED FLASHING BEAMS TYPICAL DOUBLE 5" VINYL SIDING DOUBLE 5" VINYL SIDING DING TYPICAL OPTIONAL LIGHTS TYPICAL _T/2,d FLOOR ° _ T/1st FLR PLATE '1 1/2 FEAS'' 146 11 El COLUMN CENTERLINE m VINYL DOWNSPOUTS VINYL DOWNSPOUTS DOL13LE 5" VINYL SIDING ® 3 G6 ® ® 3 6 ® ® 3 6 ® ® 301Z 6 ® 1 m 6 x 6 BUILT UP POST WITH 1 x 8 POST WRAP TYPICAL N 2 x 4 TOP & BOTTOM RAILS T/1st FLOOR WITH 2 x 2 BALUSTERS AT 6" a/c 3068 "LLLL Do T/FUN WALL EL. 0'-0 I I I j ~a I I I 2 x 4 TOP AND BOTTOM RAILS I WITH 2 x 2 BALUSTERS AT 6" o/c I I I -------1~ O L--------Lr------ - - - - - - - - - - - - - ~J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I T/FOOTING L_---------------------- - - r - - - - - - - - - - - - - - - - - - - - - - o L----------------------_ L BASEMENT )OC CRAWL SPACE CONDITION FouNOanoN DEPTH VAR VARIES BASEMENT AW CRAWL SPACE COWITION SEE LOCAL CODES SIDE ELEVATION {FRONT ELEVATION SCALE: 1/4" = T-0 SCALE: 114" = T-O - - - I 11--~ - 14 R I! LIVING ROOM WP/GFI FOYER FAMILY ROOM CARPET V.T. CARPET FPH{B 3 8-10 6 8 4 6. 4'-6 6'_8 8-10 o ---~~XYY 4'-6 x o rv ~ rv CONCRETE STOOP POST WRAFP L rv rv L2 UILT UP WCOOD POST 2- 2 x 10's 2- 2 x 10's 2- 2 x 10'5 2 x 10's 2- 2 x 10's 2 x 10's 2 x 6 RAFTE 2 - x 6 RAFTERS AT 24' o/c _ 12 AT 24" a/c 3 1/2 T`4 2 x 6 CEILING JOISTS JP~ORCH AT 24' c WITH 40'-0 ---VIII"` /cS FFIT ALUMINUM 0 FRONT PORCH CONDITION - BASEMENT AND CRAWL SPACE SOFFIT 4" PARTIAL FIRST FLOOR PLAN SCALE: 1/4" = 1'-0 m 6 x 6 BUILLT UP POST KITH 1 8 POST WRAP TYPICAL m N 40'-0 I FAMILY IN - F-F L - - - - - - - - T/FDPJ WALL _ T./FOOT U ~ ~ mJ _--.J m rv CRAWL SPACE I o F3 r r o 2-•4 BARS - L _ BARS - L - m T AND B o B 8° rv g Br n BASEMENT T/FDN WALL 2-•4 VERTICAL VERTICAL TYPICAL EL. - 1-1 T-0 BARS TYPICAL W -O L--_---_-__J 6'-10 8" 8 6110 8" 7,_6"' 8" 4PP 81' 7'_6" 8" 6'-10 40'-0 ~~~MW~T ~ ~,Ar ae, FRONT PORCH CONDITION - BASSI ON - BASE ANA CRAWL SPACE 'FRONT PORCH CONDITION - BASEMENT AND CRAWL SPACE PART I AL SECT 10tI =CT I ON PARTIAL FOUNDATION PLAN 9 -3o-9 ~ SCALEI 1/4' • 1'-0 SCALE: 1/4" - 1'-0 °ESI a MO E U 2 DESIGN II E/ICED NOTE: bur cMe uo nronr nwI lexr uro aunox or rx\ rnuw Axl MWxnNlxl or NOTl: WOOD, LEMMIL i rwoamxe Nxr Mxwxu NNOroNaxnxlam coa munrp AM W000011 MISSION nox. c B, "MR KANNI", 84 LUMBER COMPRNY i 8415 BC P LOADS /lNN/LT TILE BUILT LP LlERT TILE , lL/TE DlLN IwMNlxn xorevM, Imwle or txI nronlnun rxe or rtxm lNINOIE! MAR" T i Owuixiecoe6moxl xo~, nrxxil\ii~xc~uilwiixo NiliiowlMliiio~ :No"Im"t U NOT TO EE COPIES ON RONF rvrM^,~ii lwoo nucmcu~mLedoY01 NNM 0YR0 1Mr 4121 WASHINGTON RD. ."EE,1 OF _ D111 Dl10 LOAD Y*AT ANY ltl\MCI\\,OMIIIIOM1,04MONIINrMI tl\I\ININNY\MIN\E MNIODVC\D WITNOYT WNITTEN ,CWOIn01rrYQUNIL 1YL IE 11 11 11 1\ ]I 1 IN.I\ IN 1 Z lOY n TDTi DEAD LOO p0 IE !0 x0 \0 w OIII[•WWNO i0\OROr NRYLLA L.." UCr10N,Cr ON IN\IN\\N OF VO UNCNOICI ..OFON.. reVMLOCxLMNL\IN\ NNMIEEIEN TOTAL 116 O fl 40 II 11 11 McMURRRY, PENN. 15317