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HomeMy WebLinkAbout22907-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24715 Date OCTOBER 29, 1996> THIS CERTIFIES that the building NEW DWELLING Location of Property 405 THE SHORT LANE EAST MARION, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 30 Block 2 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 7, 1995 pursuant to which Building Permit No. 22907-Z dated JULY 27, 1995 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 & OPEN PORCH AS APPLIED FOR. The certificate is issued to JOHN F. CULKIN (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL-RIO-95-0065-OCT. 7, 1996 UNDERWRITERS CERTIFICATE NO. H-051954 - SEPT. 24, 1996 PLUMBERS CERTIFICATION DATED FEB. 2, 1996 - RICHARD BRUNO Building Ins ector 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) N° 22907 Z Date.././..~~ 19/...?.,f ~ Permission Is hereby granted to: 43ss~.......~/4............>....... .....G c to .C-.......... . w ..A . . at premises located at........ 1/f...~... County Tax Map No. 1000 Section Block ,...........~~..yy.~L... Lot No. pursuant to application dated ....1 and approved by the Building Inspector. ;14 VO-0 Fee r.14 C . ng~ ding Inspector Rev. 6/30/80 Form No. 6 'tom ' TOWN OF SOUTHO 3 S ~ BUILDING DEPARTMENT W i! TOWN HALL R~ 765-1802 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 2/10 of 17 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 Buildine - $100.00 3. Copy of Certificate of Occupancy - .251 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date New Construction Old Or Pre-existing Building Location of Property.. o ~~//,E SH61RT 44114 1;.:R~~~: 4' cf~ ~fRNs . House No. Street Hamlet Onwer or Owners of Property ...ST~~(/./ County Tax Map No 1000, Section... 30 „ Block ........~..........Lot..... 9 Subdivision ....................................Filed Map............ Lot...................... O Date Of Permit ................Applicant............................. Permit No.~ 2.~~........ Health Dept. Approval.43.MA? .....Underwriters Approval Planning Board Approval Certificate Final Certicate........... Request for: Temporary 'Fee Submitted: ":a o~ . ~al~~ APPLICANT 50 7- M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL ( ] FIREPLACE & CHIMNEY REMARKS: DATE Z6 a e~r~ INSPECTO t M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU H-PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC A CHIMNEY REMARKS: DATE INSPECTO 67 765-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMA KS: 2 ryimMty i o~~ DATE~INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ q'Fj MING [ ]FINAL [ FIREPLACE A CHIMNEY REMARKS: m~f I-~ Gam' ~!~wt~-e DATE 7 PECTO" gnag,11A 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY G REMARKS: ale DATE INSPECTOR M-1802 BUILDING DEPT. A14SPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE& CHIMNEY REMARKS: CSt~ C 7~t~ DATE ~~INSPECTOR :aw t7 M-1802 BUILDING DEPT. INSPECT [ ] FOUNDATION 1ST [ ]ROUGH PLOG. DATION 2ND INSULATION [ ;jF N RAMING ( ]FINAL [ ] FIREPLACE S CHIMNEY r REMARKS: ev, A, 'go t ror DATE tt INSPECTOR THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 8058123 BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK, NY 10038 Date SEPTEMBER 24,1996 Application No. on file 1,0940296/96 H 051954 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant homed on the above application number in the premises of JOHN F. CULKIN, 405 THE SHORT LANE, EAST MARION, N.Y. in thefollowinq location; L3 Basement LJ• lst Fl. ® 2nd Fl. VAR/OUT Section 03011loc1; 2 Lot 6 was examined on SEPTEMBER 19 , 1996 and found to be in compliance with the National Electrical Code. FIXTURE ECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K W AMT. K. W. AMT, KW MIT K W. AMT. H. P. 39 39 39 39 1 8.4 1 1.2 2 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALREC'PT TIMECLOCKS BELL UNITHEATERS MULTI-OUTLET DIMMERS Mr. K. W. OIL H. P. GAS H. P. AMT. NO. A. W. G. AMT. AMP. AMT. AMPS. TRANS. AMT. H P. SYSTEMS pMi. NO. OF FEET WATTS 3 F 2 1 SERVICE DISCONNECT NO.OF S E R V I C E AMT. AMP. TYPE METER 1 p m 1 L 3W 3,e 3W 3,e 4W NO. OF CC. COND. A. W. G. _ EQUIP. PERd Of CC. COND. NO. Of HblfG Of'N'lEG NO OF NEUTRALS Of EUTRAL 1 200 CB 1 X 1. 3/0 1 3/0 OTHER APPARATUS: PADDLE FANS-'4 MOTORS:4-F EI.P. G.F.C.7-:-9 SMOKE DETECTOR2-6 JOHN F.CULKIN L ~ E asc _ L 354 WELLINGTON RD.SOUTH GARDEN CIT'Y, NY, 11530 GENERAL MANAGER 11 aS Aer This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their cr2dentiall: COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. Town Hall, 53095 Main Road Fax (516) 765-1823 P. O. Box 1179 Telephone (516) 765-1802 Southold, New York 11971 k OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE : oZ ' 96 Building Permit No.a 707 Owner: '7-06 d r W-eja (please print) Plumber: S~ 1 C, H A RQ /3/lV A/0 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) ~ O Sworn to before me this 1~ _ (rl I 115 I . . day of Q.f 1991 Notary Public, County DINA MARINELLI NotaryNo, 01 MA5014 51 W York ouahfied in Suffolk County Commission Expires July 15. 19_ FIELD IASPECTION_'----- REPORT-- DA COMMENTS 1 _II II H FOUNDATION (1ST) II k'~ j FOUNDATION (2ND) 64 n I' oz n ROUGH FRAME & PLUMBING Tn F ~ I a^- O.oe~tC1 C~L LNSU[.ATION PER N. Y. STATE ENERGY - CODE (~i r/I- odav II II /o' f~ lie II II / C~Bsi:~ I II p I FINAL ADDITIONAL COMMENTS: Z94W12u,"144 ;.2a 21T 1120~-Ot4l" lo-e_ /a' l" H~ H a r ~ 7 y ~ /BOARD OF HEALTH FORM NO.1 ? 3 SETS OF PLANS TOWN OF SOUTI-101_D y , .?/"ECK BUILDING DEPARTM'CN7" J' C"II' _ . , , , , TOWN HALL Y SEPTIC FORN . . . SOUTI-IOLD, N.Y. 11971 ~y q lEl_.:766-1802 ttgTIFY; Examined 12-2 19 - CALL `{f! . NAIL To: -Approved 19TV Permit No. Disapproveda/c (B Iding iwSpector APPLICATION FOR BUILDING PERMIT Date 19... .1"e ' INSTRUCTIONS % a. ''t'his 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 Ipcation of lot and of buildings on premises, relationship to adjoining premises or public&cels 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 pact 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 of 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 If 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 ] pections. hignil a ture off applicant, or name, if a corporation) 3 S'St Wa ~7~ I.wc•<1R' .P~!~+rti.... ~t. (Mailing address of applic< t) //d 30 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. . pp....~...............v..................,,yy...............,............... Name of owner of premises . ~!!t?~4 awe. as on the tax roll r latest deed) If applicant is a corporation, signature of duty authoriied officer. (Name and title of corporate officer) Builder's License No.+; Plumbe['s License No . JUL -71995 t Electrician's License No. Other "trade's License No. ' 1. Location of ]and on which proposed work will be done. v3 ...............~Pa , 1-.ti,~~..f, 91...... Ilouse Number Street IIannlet County "tax Map No. 1000 Section 3 O, , , . , , , , • , Block .....A Lot ....ft 4 Filed Map No. Lot Subdivision ~ .~r~.R~~F em 6g46...... 0.......... . (Name) 2: Stale existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ......~!?tr 'o? T . . . h. Intended use and occupancy .....ti7i~w~ ~i,uuaunu/: How r~uuuuig Addition Allcuition , . Repair Renioval Demolition . , Other Work . " (Description) 4. Gslima(ed Cost ° °m''i' • .7 !0: ~ Fee . . ~t (to be paid on filing this application) 5. If dwelling, number of dwellin 1ririts P?~~......., Nuiirber of (Iwellin units on each floor . If tinra6e, number of cars • • •T .........1.11 . . 6. If business, commercial or mixed occupancy, specify nature and extent ofeach type of use . . . . . . . 7. Dimensions of existing stnictures, if any: Trout f Rear Depth . Ilei ht Number of Stories . , , with alterations or additions: Front Rear Depth 4 q 7 q eight , . . . : Nu mber of Stories . 8. Dimensions of entire newtconstruction: Front . X7 Rear .477.- , . , Depth f! ,A ' /Oe!Al , . Iieight aS.7, .7,/y, Nuni i of Stories . A . 9. Size of lot. Front Rear , Depth •Z. ¢.S~ 00 i . 10. Dale of Purchase ~0 .~.','~Q• , , , , , , , ,Name of Former Owner CII A 4.00 o l~f , . • It. Zone or use district in which pra'rnises are situated , . , , , . 12. Does proposed construction violate any zoning law, ordinance or regulation: AO 13. Will lot be regraded . . . . Will excess fill be remo c f m rises: 1 e No 14. Name of Owner of prenusesM e. d(. t!4tYt N ...Ac~ie~s 3.5, w,p,./ ~ `P i No. ~4 A 3. Name of Architect:XA-er. ?Ia 7, ((r2'sI j6A , ,6!1194IV... , Phone Noor.r7. n4l~#k . Name of Contractor ArVAN -C1.VAw4rJA1......... Address S,h r?4 Phone No.#P.3 . .39f.3-; . . 15. is this property within 300 feet- of a tidal wetIand7 Yes........ No. k,....., *If es Southold Town 't'rustees Permit may. be required. PLOT DIAGRAM Locale clearly and distinctly all 'i buildings, whether existing or proposed, and, indicate all set-back dimensions from properly lines. Give street and block'nunber or description according to (Iced, and show street names and indicate whether interior or corner lot. b i'm _9 ,svf•%aL.KC',0. TAB, N1HP. !7/z"slGN9Tioty l'/0a0 sF•c.T O3D 6LOC/T ONE PC I- a yoMr; ~ : 0 CN ~g C b M ~ I i . STATG OF NEW Y RK, S.S COUNTY OF . ^~s~~• • 1• • • . . . being duly sworn, deposes and says that he is the applicant (Name of individual si sling contract) above named. P Ile is the . . (Contractor, agent, corporate officer, etc.) of said mvner or owners, acid is duly atilhorized to perform or have jierfofnred' lhd said work and to make and file this application; that all s(atements 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 lhergwith. Sworn to before me this da 19 Notary Pu . (G.1... . County /C/ S$Ot ANNA V. MC t^,ARTHY.. Cam!/"1`,- fid"Pdbtfa,Stateaf (Signature of applicant) Na $0.77 10 Qualified In Nassau Coil* I Commission expires Maroh30,t~ s:.'i c ti fax ~ y~- F - k ~i• 1# i "'dfz bf' 36.... 4 # GAIZ.. p t ~~n~ yak - ' ctf Ike r r farork rjS a .fie, - c +s4 § .t' (U~? Wh-vv SS^'F,•, &qc! ~s~`43#2t$ iYi351P _ d' It A SEE R; E; WIAP' m. x A 41- r f lli,lxi u5lS$ r CJ Cy u_ cr 1ti j7 Vis4' -4 w L6 O J 4p 3 a z ~V~ 0 5 az o J p c m N y~RK * b o w i N 0 V Q Q 6 o = - e 3 y1 ,UYL 0~ N W > ° ~ W Q S O O Z I E m E k M A € o < ~~Ya m~~N a LL C) Ul) v`1 < CN. O N Y ' V: ' N29 c- g '"'zBz a~~ _ IA O b rnr p < d z W ~R ~aNW m~mr ~gm y ~s W W z W 1- Q J cfl n g 'a f 0 w.o' In C 2 R Q 0 Q f l~'J! 2 w m B s F i~ € o S$ f i ~`r it i1cE~~ Z W N M 6 Q b T It -i yK N W T FS- W T 0 2 C` X S 2 J F- w ` z O $ o0 `J o g o~t~ QQ~~f l - U 0 CA ` W L/ 2 Y Q U1 Wit > Z 4 N 4 Z F Cam] 2 pip { W - w LL rn xU)u4A (AiwV002< p~ W l 7 1 J, A ,o ~ c J ~ Y > C_L' Y > I /J 1t~ ~ i 0 ~ 10 ti: 1 it3 t~ Z' ~~~cv' 1 F k d C2 >3 I ti! t ~ 1 r I • q... - N iii o , x3 r- LU 14 oss" (flou IS 4"ldi#And)r a w a p Q; Qom, °CS ~J E " g Y @8 tl Ui J~~ YL tl~'~~'~ 11. Q, =ro a 9 w, 2U '9di960J~ H S a N O :Q tta 4 Nw U50iga igal ¢PR.l Z W Z 1p-~ W Qom) u{ c d t/- {~vq. t ~y (alp Yc u: w s' z W' 4 2r N tp t QL9 o AA s a er't 4 lit . Oat y" rt J - 404 , s.~~+~e ~ ly~r • ~ yFY.;. 21 r . J. - ~ 'tag„ ~a um r . C~O U) I mom.,' - j 10 Gk) Ite; , 44, 77 .j?g ( .p~~ 5~ ..+.r4~iGM~'~4.'y.'y.~~aWa~? ~i{°'y':I.CG'W n~..~.NTn''~T'.~ T 1 IN, v n OONSTRICTION DOCI.MNT DATE 12/ J94 • REVISIONS DATE 1 PRELIMINARY 12115194 tNF 2 3 - - - _ - _ _______2x12 CCA STRING ~___-STEPPED 4 I S' CCNC. !I 5 u/8'x16' CD%._____ I ;p 2x8 CCA I 6 _______i BOLT TO 7 B. Iq'_q' B' i V-1 V2' I01-1 1/8' ® 8' 49=A }/A'_ _ SITE DATA - L It ADDRESS: SITE DATA I I I ' /4' CCAI I DECKING -low ADDRESS: LOT. NO 5 - PEKE BEACH FARMS 'II~J~GAI~ N 75` 57 08• E 100.50' - 1 LEAST MARION F EAST MARION - TOWN OF SOIJTFIOLD, N.Y. NG ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --220 260 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m - - - r LOT NMERS F LOT N_M3ERS REFER TO I I ' 'NAP OF PEEa 'MAP OF PEBBLE BEACH FARMS' FIELD IN T1-E %FFO CLERKS -In • e i m i FIELD IN Tl-E OFFICE AS MAF OFFICE AS MAP NO.' 6266 DATED FEB. SO 1985. ~ B' O".AJC. PTO. WALL I I 1 I ~ I I i w/ 2'x1' COW. FTG. (TYP.) INTENDED USE INTENDED USE OF PROPEETY: RESIDENTIAL . ~ I I II m 1 a 1 SINGE FAMILY ° U J I I ~ I Ok ~ l~ 1P C' I 1 C I ~ (plp ~ old i i I SITE AREA: 2, SITE AREA: 24,116 S.F. OR 0.55 ACRES a.~ ,I I UNEXCAVATED L 0.0 £ 1 I~ I 1-------------------- a 11 I I 4' CONC. SLAB C I~ I iI Bl1ILDING F001 PROPOSED WILDING FOOTPRINT 1677.2 S.F. w/6x6-10/10 W.W.M. 0 ¢ 0 I 1 ' I .i m - .ylry LOT COVERAGE 7.7 % I I ~ I NI I i I l`i i 11 11 11 i LOT COVERAGE FIRST FLOOR FIRST FLOOR CROSS AREA 1540.9 S.F. I I I I ,1 V I i r~ o i~ II 11 FIRST FLOOR I C'~FLOOR ~ FIRST FLOOR DECD( AREA 336.3 S.F. I I I I V ~ ' I I ' ,I ' 1 I I SECOND 1 I m m 1 1 1 FROM SETBAG SEN~MV FLOOR GROSS AREA 1012.9 S.F. FROM SETBACK 105.93 FT. B'-0 3/9' B'-A 3/4' -7 179' i 'c5 a I 11 < 1 I FEAR SETBACK FEAR SETBACK 115.51 FT. I I ~ I 2x8 II 1 - , SIDE SETBACK SIDE SETBACK 15.16 FT. 1 i I I 0 16' O.C7- 1 11 N ~LtA ~Et:? 11 SIDE SETBACK SIDE SETBACK 20.0 FT. ' BM POQ(Ef ITVPJ i____i - - - F'13-21 1____ 3-2x10 CCA OCR .i _ i I m I 11 W 11 I I I I I I 3-2x10 CCA CUR. .y,-1=-~- $'~.Strrr t3N 111~k1~' 3} STL COL. 1 I V CJ I~ \ . 1 H wCI2+D'x2FTG. ( ! ll JJ, 1 11 /Ono 4ny I`- 11 I LOT ND. 4 m i : m.® d 1 COhF r+i{ I I ? ~Iq I FLUE ALON F1, v _ f~VATIOJ CCNSTRJLTIOM 0.YIE NJltiS PART M4 9' M.R.O. 2'-19 I ° JTS. TO CHIWEY FLUE ALONG FLOOR S. TO CHI4,EY ABOVE. 1 15'"0• l 1 w o I 518' TYPE 'X' I i_~, li MIN. ' 7814 21ci ` 3-2x10 CCA GDR, 518 GYPT i r°I 0.G. e of ablbuilding Jilding elements that contain materials which are le of absorbing moisture shall be protected by a V 0.G. WWIIT}iN I AA 11 pCRQi 10 -0 All cap retarder located on the winter warm side of the 6' OF 5' OF BOILER I Om ~ I 1 . I 8, vapor retarder locate SEZBACK c~ insulation. _1 6 II 1 Ition. 1 ^ 21 I.~I~ I 2511 m 11 It 1 1814.2(4) I Insulation shall be i rf~ rJ owlI 1 I continuity of insulat rtion shall be installed in a manner that provide iti1 1 11 ..~-2rCSTCj 1 W band joists, and Corr city of insulation at plate lines, sill lines, Lists, and corners, I ~ g _ V ' 1 1 H n) 1 11 FIW'^^- 1 _ ]814 21n1 Ali L----I BOILER F. A. I.~ Dom.. FOR. 8 TRIM•EAS / ER F.A.I. ILEA I I 1 1 I Windows shall have si 37 cfm per linear fo s shall have air infiltration rates not exceeding m per linear foot of operable sash crack and io I {y} I doors shall have air shall have air infiltration rates not exceeding I i vi LL•H 1( r ~ I I .5 cfm per square foo per square foot of door area. .I SETBACK I 1 rn 7814.2(i) I i ~ I i J I 2' m I ' 11 1 All joints and opening, rots and openings in building envelope systems r `ce I 11 I 1 including those arounl mg those around windows and door frames, between Intl roof/ceilings, between walls and floors or 7'-91/2' I 7'-I V2' B' S'-B' I 1 I I Walls and roof/ceiling io I foundations, between 1 :ions, between wall panels, at utility service I I i ~ ' IS'-T IS'-T 11 Z 1 1 I I Penetrations, and bets 1 1 1 caulked, gasketed, vex itians, and between dissimilar materials shall be I, gasketed, weatherstrlpped, or otherwise sealed i ' ' I I~ 8 Cp 8' Cx16 PIER DECKING 11 1 11 11 7814 2Q) I ` I ~wIB'x. G ' CONC. 11 I I M all infiltration be infiltration barrier shall be installed wherever lated siding material is installed or the siding a' FT. I -I FTG FTO. (6 (Typ.) 3-2x10 GDR. ' 1 I 1 a ventilated siding ma _ _ _I 1 I I' installation technique __LLJ_,I__ ation technique necessitates a loose-fitting L - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ j' I 11 m n ~ I application. Lion, 1 11 Ali d' 1 7814.11 ti 2x12 CC 2x12 CCA 1 1 m All FNAC equipment she. STRINOER (TYP.) I I m I equipment shall meet the efficiency requirements 4______~ STRINGS __--_I_____-~ 1 1 shown in Table 5-3. 1 Table 5-3, m g 1 I I 7814 15(a) 7'-A I7B' 7'-A 1/8' 1 I 1 Insulation with a minin on with a minimum thickness of no less than i}' J 3'-7 IR' 61-2 1/8' 3'-5 5/B' 3'-7 7/B' 6'-IA 3/4' 7 I I shall be instal on DO NOT PROCEED WITH OlPi ut installed on any space heating distribution ocated outside of a Conditioned space, a . It FRAMING UNTIL SURVEY ng locatedo out side a OF FOUNDATION LOCATION 814 Insulation With a minim on with a minimum thickness of no less than # RA n A APE L ^ 0 ~a~ `n 3/4' shall be installed tl he installed on any service water W ~i C C/~SLSOVU N u PLAN J L~ SCALE: 1/4'=1'-0' .y . HAS BEEN APPROVED. m di <frihirt inn ~.nr- . 1 ti 1 .......r ..y diameter ..y y eye ,e v v n G~ilRC ^ r~~aM Q IIq~ECT ~ r rJ i i m LOT _N05 CULKIN RESIDENCE ~I EA EA EAST MARION, N Y v Ci' NY NYS ENERGY CONSERVATION CONSTRUCTION CODE 1 1 ROOF 4* T~4b ROOF PART 5 -7614 I 1 1 BOX 4484 - 33 ANCHOR WAY BU BUILDING DESIGN BY ACCEPTABLE PRACTICE 1 I OAK BEACH ASSOC, NEW YORK 11702-4612 / DA DATE: DECEMBER 20,1994 1 1 516-587-8046 FAX:516-661-8268 r-----r-----r----( fILUMBINO FOSSIL FUEL 1 I 1 BUILDING COMP bNENT R-VALUE U-VALUE MIN. CODE l- t. 1}' I 11-1 1}• I I MLIIUIMM VA%m Bu EXTERIOR WAL4 84. TV Copyright 1994 Ira Haspel 1 I I 2' 1 U Nt! BEFORE CUVERINO ff ~vvM HMO M unk Fx I I I 1 farvvatardlatr wno 3' ayatm plone d" SID OUTSIDE AJR FI 017 5.80 SIDING 0.87 1,15 project name B location: I 1 ofty "1ffl AIR i AIR NFILTRATIW4 BARR NEGL. ERR 1}' mnP 1 yr 112"SHEATHINGI 0.62 1.61 PLAN PROPOSED RESMENCE 7 B I FIB FIBERGLASS BATT INSU 19.00 0.05 SCALE: V = 20'-0' VAPOR BARRIER 0.06 16.67 FOR 2ND FLOOR VAE GYPSUM BOARD 0.45 222 1" TRPP trk 3' TRAP 3' I 3' YI INSIDE AIR FILM 066 1.47 JOHN A DMltll'RY LOU CULd6 D N . r-- - - r-----i - TOTAL: 21.85 0.046 18.98 OCCUPANCY OR USE IS UNLAWFUL ELECTRICAL LEI CTR I CAL LEGEND PEBBLE BEACH FARW 11}• 11}' 11}' ~ I1}' '1}' I1} I1} GU GLAZING MATERIAL WITHOUT CERTIFICATE PROVIDE OPENINGS FOR wit bh EAST A44RlON, N. V. I I I 2-1 I 1 1 1 SURFACE MOUNTED LIGHT I I 1 1 11' TRAP I 1 1 I AN[ Nl ANDERSEN WINDOWS 3.10 0.32 592.80 OF OCCUPANCY EMERGENCY ESCAPE AS O JUNCTION BOX ENTRY DOORS 3.00 0 33 46,09 REQUIRED BY PART. 714 OF fur Orw1nD tltU: 1 I 1 3' 1 TRAP ANC ~q[ ANDERSEN FRENCHWO 3.40 0.29 210.28 N.Y. STATE BUILDING CODE. rfl SWITCH NM ® EXIT LIGHT FOUNDATION PLAN 1}' TRAP t~j I WASFFA 1}• TRAP DW T9 TOTAL: 9,5 0105 17 0 3 WAY SWITCH Al RD D NOT~ED~ Q p RECESSED CEILING LIGHT SITE PLAN 1ST FLOOR ROf ROOF /CEILING MATERIAL DATE: B.P. Mr7 4 pjB SWITCH F.A.I. - 3 TRAP 3• LNli' 3• 3 TRAP 5-¢> WALL MOLNTED LIGHT RISER DIAGRAM C.o.l I C. 0. OUl OUTSIDE AIR FILM 017 5 88 FEE: l BY: 1 ASPHALT SHINGLES 0.67 1.15 NOTI BUILDING DEPART AT i$ DUPLEX OUTT_~ AIR INFILTRATION BARR NEGL. ERR 766-1802 9 AM TO 4 PM R THE 53 WALL WASHER 1 PLUMBER CERTIFICATION ASP E AIR 112" SHEATHING ' 0.63 1 59 FOLLOWING INSPECTIONS: tE* QUADRAPLEX OUTLET -0 -0 SPOT LIGHT I ON LEAD CONTENT BEFOR 112„ 1 c o CERTIFICATE OF OCCUPANCY FIBE FIBERGLASS BATT INSU 30.00 003 1. FOUNDATION - TWOREQUIRED C. o_ I I SOLDER USED IN WATER VAP VAPOR BARRIER 0 06 16 67 FOR POURED CONCRETE GYPSUMBOARD 0.45 222 2, ROUGH - FRAMING & PLUMBING t& SPECIAL PURPOSE OIJILET S~ U LEf LIGHT TRACK pMso: SANITARY I n' I SUPPLYSYSTEM CANNOT . INSI INSIDEAIR FILM 0,68 1 47 3. INSULATION CONSTRUCTION ®OGllIuENTB SEWER ® FLUORESCENT FIXTURE EX(E02/1D OF 7%LEAD' TOTAL: 32.86 0030 214650 4. FINAL - CONSTRUCTION MUST ~ GFI OUTLET BE COMPLETE FOR C.O. ¦¦¦1 &Sw by: JDe n0.: HOUSE TRAP 6ASB~ENT FLO OUT FLOOR MATERIAL ALL CONSTRUCTION SHALL MEET E TELEVISION FLUORESCENT STRIP LIGHT Da I. THE REQUIREMENTS OF THE N.Y. Im 733D4 r OUTSIDE AIR FILM 0 17 5.BB STATE CONSTRUCTION & ENERGY N TELEPHONE x"66 COSMETIC STRIP awe: mtw SE0 II DD !I""OGRYlWVO AIR FIRE AIR INFILTRATION BARR NEGL. ERR CODES. NOT RESPONSIBLE FOR FIBERGLASS 9A INSU 30,00 0.03 DESIGN OR CONSTRUCTION ERRORS N.T.S. VAP VAPORBARRIER' 0.06 16.67 B THERMOSTAT f~ EMERGENCY LIGHT AS WM 12 aM 94 e ' r- ( arwfnD no.: 314" 314"SUB-FLOOR 1 1.13 068 Ito fINI © COMPUTER FINISH FLOOR VARIES VARIES INSIDE AIR FILM 0.88 1.47 REQDIAFD c0 BURGLAR ALARM BOX C w M SMOKE DETECTOR ILA 1 • INSI Q METER e ttcj 0. '~'OTAL: 32,04 0031 3673.40 COt•6TRICIION DOQAENI DATE 12/20/94 # FEVISIOIS DATE 20'-5• I51-71 1 gEIMINARY 12!15/94 20'-5' 4'-912' 61-0' 9'-912 9'-9 1/2' 2 C all, 3~ 29, s 3 S~z 3 4'-9 12' 9'-11 3/9, S'-0 I/B• 4'-9 12' 3'-0 3i0' 2'-11 5i0' 4'-9 lit' 99 lit' 4 5 G X ao, `f Z ~ SQL m 6 ~z _ 9,75' v /a 3 2 3142 7 (L3 Ld ,......2_a6 2=•2u5...... BASEBO (T7P. 11..... oTE. ALL wlHDOw -Hp oooR G&SI Ca HATIDry S rEFc2 TD !SHDEiLSEr' UHLESS Crp+ iwltc L2xi0 C.B. 0 16• D.C. BEDROOM #2 I " °z= xs°"' ' 2x12 R. R. 016 O.C. NOTED, 2x8 C.T. ® 32' O.C. % 4'-0 3 4• y~ I X t~Sb q~ 0 ' - 2xBIR.R 16'i O.C.' 45.00' ~ g-5- 3 12• 4' 131FOLD 4' BIFOLD 21- 1 112' 2'-B' LC~m 1 i LIFE T-0' FEA 0OM I Lj U )DM U U UIO °,j.Si-5 x y0,3i- - C CLOSET °lo to f 9, 7S~ 2 9 ~I® O; STUDY HALL - - I~ Ci l ¢ N: - ~y S'_0• 3 ~2• ~i 1 ti.m I ~IH 9 %-p LIFE T-0- FEACROOM V D V x 12'-I - 3 12• 3'-1' - 3-0' 4'-9 I2' S 51-I' S i ' 4'-4' . 5 L 4'A . 5IR' 5, 112" 1 ° N 3 12' C I C •t W - - - NI S _ 0 ~ - 15'-5 12' 35'-6 112" .2x10 C.B. ®16' D.C. NI 3'-10 3i6' 71-8 3i4' 3'-I0 3i0' 4'-9' A'-8 5i8' 14'-9 3i4' B'-I c7 2x12 R.R 0 16' O.C. II -1 I ;P B'-1 1/4' C.T. 0 32' O.C. ti-- °--I 2x R.R 2x8 C \ A. C 0 1 ' O.. BEDROOM #1 m z_ 8........ 2 2 2812 EE~ 2-2x6 d 2-2x 3-2x10 N o I ~ ~y m io CLOSET 12432 28216-2 o FWG 0668 06&9 - _ N/// I ????2 m ¢ I - I 2-2X10 N X _ / NI a' /003 Ito - 2-2X6 nk E m / 1 BAS4EOARO) 15 8.00, +6 v oo, _____4~ I CABIr T • ^(TYP.1 2-2x8 ~........2 2 GARAGE N _ I FFn1ER 3 9 KITCkEN I m o o l m 50 0 - r 2'-I' a 6'-A' 'gym - til I i I ( DINING ROOM 5 112" 3 12' v 3 ROOM o LT 2uA 30VE O T ` f - - - -91/2' 2x6 C B. . ®ifi' O.C. i I 1 . II -91/2' 2x8 R.R. ®16' 0. C. I I ~ I , I® I I~ ~ - ~ ~I N. N 20'-5' 9'-912' 4'-912' ? of I I I i 3 C m 1 1 / i I~ F 7'-I 112• 3'-1' I/2• 4'-912' 3'-0' 36'-0' i I2' V s v2• SECOND FLOOR PLAN 3 112' Y 14'-0 I2' 3 2' ffi3 /2' 3'-A' 3 2' IS'-3 12' 5 112' r SCALE: i74'=1'-0' PROVIDE OPENINGS FOR P T EMERGENCY ESCAPE AS n roman n-nn rNM2n n n n 2 13/4'x9:' m RTEQUIRED BY PART. 714 OF m'o ISH LUL ()R. i 2 - }'x9' ST. R. 2-2x12 sT. R m N.Y. STATE BUILDING CODE. I r ~I. - ?/-3~-~~ GT.- CII~i c1fi.------ ARCH # TECCT - 4-2x6 POST 0 2-2x12 1 M. - 4 4-214 PI' ST I IN WALL N m' IN WALL. a' 0' x 9' 0 O.H.D. N8A H N r _ BOX 4484 - 33 ANCHOR WAY FEGESSED - m -CLOSET - OAK BEACH ASSOC, NEW YORK 11702-4612 516-587-8046 FAX:516-861-8268 FEA.TM U ~ _ J2_:~~xj2 2 m O I 1 Copyrigtlt 1994 Ira Haspel C - BI1F _ r i¢°IE LIVING ROOM I V G ROOM I i•_6 O m ryI project name 8 location: OIp~, Li PROPOSED R S MCNNCC xl C ml~ N FOR ;t lp N A vle.~ MASTER BEDOM I ® o N ~ rv N; ~J ELECTRICAL LEGEND JOHN A W44RLOU CULK I N p CAL LEGEND •P N - 2.2X10 z-zxio jjJ/// I WTE WTE PEBBLE BEACH PAS w>E ' m U JQ JUNCTION BOX Si SURFACF MOUNTr o _IGHT EAST WR§ON, N.Y. V 2-3 52 H.R. Z~ EH SWITCH _ EX 4 ez ry1T Ir,HT trewLptitle: - OLOSET C 2-3 52 5 12 16'-2 12' 3 12 31-0' 2'-6 3/4' 'P 7'-2 3/4' 5'-9 12 -B' PROVIDE OPENINGS FOR wtE ' m EMERGENCY ESCAPE AS 3 WAY SWITCH NI N 5 1VERED PORCH Z m REQUIRED BY PART. 714 OF D,MMF13 ,wIT.H Q~ W. RE'CS,FO '~EP_INO L11-HT PROPOSED N COVERED PORC 5~> WALL MO~INTEfi L I,OHT FIRST & SECOND r N CLOSET m BASfID..(TW ' N.Y. STATE BUILDING CODE. N1............ C 2'-4- DUPLEX OUTLET 5(3 W 150.00, .A6 50 WALE WASHER FLOOR PLANS 2E* OIIADRAPLFX OUTLET -Q RI CeM Sep IM.: -0 SPAT I_ ir+;T P ~ 3p ..2.2x8. ,~,2 1 ~ . ti .F& SPECIAL PURPOSE i-UTLFT L I LP-,H-1 TRA" K. C! ® HL,,,REgTNF FIXTURL CONSTRUCTION DOCLiENTS 6~Q= GET OUTLET 7'-1 12' 3'-I' 7'-1 12' 43IV?' Iii' T-0 I/B T-A I/P 7'-B 1/9' 20'-5' • 6,-0• ® FELENISICN P F_UORr--;GENT STRJ LI,-HT Mal 1tr1e bj Job M.: ~4~asn ~q~ PAF/1M 73394 57'-0' N TELEPHONE OSMFTI' sTR,P p 0° 4 r~ stele: date: II'- I W S u FL" PLAN FIRST GROSS AFEAT AREA 133B.5 G.S.F. 12.4 G.S.F. 8 1 HERMOSTAT Fl 38.5 G.S.F. r=MER.;F_Nl"( LI_HT ~ N7~D 12 DEC 94 c.~ TOTAL 1ST FL AREA G.T. , iU- Gam. - Q n^: ` it trALq rot: 1 SCALE: 1/4'--l'-O' SEEaw FLOOR OMOSS Arm: a123 s sF. © COMPi 1TER ® 3 L2.8 G.S.F. ® SMuVF LHTf=r~TIR e~ 4' 1 1 1. • 1 TOTAL 1ST 623.0 FLOOR:. 2553 8 02: S. . 3.8- c0 RUHry_FR ALARM BC,X Q ME Q METER , z °tis'O ea.~/ v ' J CONSTRUCTION iOCLpfTll DATE' Y/ /94 f REVISIONS 1 PFI:LIMINNi~' 115184 2 r 1x8 FASCIA v! WMI. RIDE VENT (TYP, 1 1x3 TRIM (TYP.) 3 US FASCIA w/ CONT. RIDGE VErr (TYP.) 4 1x3 TRIM (TYP.) 12' 0 LOLNFE (TYP.) 5 2 6 r /--RIDGE VENT (TYP.) ip 7 GJ7TERrtS~n 8 LEADPES (TYP.) FLASHING (TYP.) L[ I r79 r771 - LLlil 12 r _,_,_,..2ND FLOOR LEVEL H.R. 13T FLOOR LEVEL MADE eEVCw L D - - - - PIT__ aJTfERS & LEADERS (TYP.) GRADE BEYOW I I i I I ~ I i i I ~ i I i i i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NORTH C LL E V/,,~~ ~ o00V~ SCA-E: 1/4'i'-0' p~L AST ELEVATION SCALE: 1/4'=1'-O' - 36' WEATFinaJARD w/16' WIDE VALLEY FLASHING (TYP.) RIDGE VINi (TYP. ) 36' WEATgp JARD 12 /18' WIDE VALLEY r~ PUSHING (TYP.) yy . RIDGE VENT (TYP. 11 I~n A MAN 1`VI )rf A n. n n. ARCH#TECT FLASHING - RN B' LP WALL ITYP.I FLASHING - RJN 8' UP WALL (TYP.I e• BOX 4464 - 33 ANCHOR WAY FLASHING (T1'P.) 12 - OAK BEACH ASSOC, NEW YORK 11702-4612 OJTTEAS 8 FL A LEADERS (TYP.I 516-587-8046 FAX:516-661-8269 12 ter- _ EU 12 Copyright 19.1.4 Ira Haspel project name 8 location: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ? FLT LEV PROPOSED RESIDENCE FOR LEADERS TYP.) JOHN A GARY LOU CULK l N 1x4 A-M. WWDPM TRIM MP.) PEBBLE BEACH PAS 1x6 COR419 EDS. (T)P.) EAST WR ION, N. Y. q-5 -MRX Lkl trmvin0 title: PROPOSED - - - - - - - - - - - 1ST FLOOR LEy1:L ELEVATIONS . PITCH GRADE BEYCnD RAZE BEYOND l L~P, mygm MEW i i lez W no.: im L LATTICE SCREEN (TWP.1 I LATTICE SCREEN (TYP.) m I '0 2 - CONSTRUCTION DOCUMENT I I I I SST ELEVATION I I I aeal o-dim, by: !m M.: SCALE: 1/4'=1'-0' i 9~~grn Al+o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ltv~ 0~ H B~ ~~F saws: tlrte7~ AS NRED 12 [EC.94 . BOUT 0 ELEVATION SCALE: 1/4'=1'-0' 2z -y 60 0 / t8e Hta~;~ ' i A2 1 C0497RICTION OOGtAfNf DATE 12/201 J 94 P FEVISIOMS DATE. CONT. RIDGE VINE RIDGE VINE nn InaE maI]® 7e3.2(s) Main entrance door E n entrance door shall be at least 36' in width. Other 1 PFEI.IMINAM ~/1y/~ , 2x12 RIDGE RIDGE All Panatructlon shall comply With: doors intended for p Nov York State ]hlform Fire Prevention and Building Code 713.2(b) Doors intended for p rs intended for passage shell be at least 32' in width. 2 ra intended for plasmas shall not be less than e'-8' in 3 n height. d~2 ght. 2-2x12 2-2X12 2-2X12 ' R-19 BATT INSIL. ('TYP, 714.110) In addition to the p I shall be provided in addition to the primary exit from a habitable Space, there 4 L1 be provided in each space at least wa opening for 5 2x8 RIDGE Occupancy GI'oljl Al emergency use. rgency use. 8 2X8 RIDGE Construction Class 714.1(c) Such openings shall mini" distortion of 1 openings shell have a minimum area of 4 S.f., with o iman dimension Of 18', with bottom of openings no higher 7 Building Type New 53 than 3'-B' above fin m X-65 above finished floor in all above-grade stories, no lase than 4'-e' where required in cellars. ' zxs a 16' D.C. Table I-704 and no lase than 4'- Minimum FireiiealstNCa Requirements of Structural Elements 715.I1a) Glazing in doors, sh cing in doors, shover doors and enclosures, and bathtub TECO doors and enclosures et ~..~rel 1 Gmus r• 1 Classification: or combined with oth 'a and enclosures, shell be so sized, constructed, treated, lombined with other materials as to minimize effectively 5b the possibility of li possibility of Injury to persons In the event the glazing - Is crackedor broken. Floor c 715.1(b) ' Glazing In doors, fl'. ;rackedor broken. ` ling In doors, fixed side panels adjoining doors, and In STUDY Other structural elements except exterior and interior partitive 1, fire walla lees of floor level, vior partitions where glazing extends to within IS' or c Panels.Seon Permanent of it of floor level, shall conform to the repilrments of ISvision (a) of this section; or, in lieu thereof In fixed % No fire resistance rating is required far roof structure. against accidental re is. permanent construction shell be provided to guard m ` v\ \ 717.3(e)(2) Where fuel-burning hi not accidental human impact. e fuel-burning heat-producing ecpipunt 1s located at e v FLASHING lF WALL (TYP.) Table III-704 level 3' or less free containing hen: 3 containing habitable space, the wells, floor and ceiling r lase from won equipment shell have a fire resistance 12 such Minimum Fire-ResistNCe Requirements of Structural Elements rating of at least 3, ng of at least 314 hour and an interior finish providing 2-2X12 t~2 atuG "pal lemon r =t 1 1 =ifl 1 at least 10 minutes 6o members. Where doors east 10 minutes of fire protection to the combustible ers. Where doors are provided for enclosed hooter rows, W13-2x'16 FL p' ST. Exterior: E 'L they shall be self-c] 3-2%'46 FLU 4 Bearing Wells c Inside with noncombuE shall be self-closing and finished or covered on the Phrbearing walls 2 de with noncombustible material. r-pointed fuel-burning heat-producing equipment within a 12 TECO,.) v Panel and curtain wells c 717.3(e)(4) P ys ~ located fuel-bi i R-30 GATT INLSLL. (TYP.) Party walls C below go located below grade, or within a below-grade space BRIDGING ( , opening directly Into combustible platform ing directly into a garage, shall be installed on a non- istible platform not lase than 18' above the floor. 2ND Interior: 717.3(f)(1) Private garages In or FLOOR LEVEL iL Fire walls 2 separated froon other ate garages In or attached to a dwelling shall be 2X10 0 16' O.C. i•0' Gearing walls or partitions c having a fire-resists Partitions enclosing vertical openings opening In the separe rated from other spawn in the building by construction cg a fire-resistance rating of at least 3/4 hour. Each TVP. and corridors 314 in the building shall Lng In the separation between the garage and other space 10 building shall be equipped with a self-closing door 3-2x10 (3?R. _ 2xa ®16' O.C. ' Construction separating tenant spaces 3/4 having a fire-reslsta Column, beams, girders and trusses 717.3(fH2) Floors In garages she lg a fire-resistance rating of at least 314 hour. 6• VIM'S BEAD PROVIDE 2 SPINDLES (other than roof trusses) will not absorb flame 's in garages shell be of noncombustible materiel that not absorb flammable liquids. T1P, BOARD SOFFIT PER TREAD (TYP.) supporting more then one floor, or one floor i / and a roof c Table II-717 H.R. (TYP.) rCABINETS NOT SHOWN J Supporting are floor or a roof a Opening Protectives f Ing Protectives for Interior Nall Openings Floor construction Including beams c Prof construction including purllns, beams, Fire-resistance ratin and roof trusses - c of wall resistance rating Fire-resistance rating of--Mall. of protective 2 hours or more hours or more 1 1/2 hours . or 314 hour 3/4 hour DINING ROOM 1 or 314 hour FLASHING (TYP.) fffi!!>E..1 KITC1-EN BEYOND 717.4(m) Concerned spaces with ialed spaces within wall, partition, floor, stair, attic, ~rnice construction, and around chimney, pipe and duct 1--calm (TYP. ) LINING ROOM O HOUSE Mich shall have a dimension minimum floor area of 150 with a openings such c ensl ngs In such construction, shall be fire-etopped to H, R, (TYP.) STAIR BEYOND ALV. A.B. except minimum horizontal of Other habitable spaces prevent the such he passage al . C. (TYP. ) except kitchens, shall have have ve a minimum floor area of !!D s.L 717.41c1(11 Conceded vertical spi nt the passage of flame, woke, fumes and hot gases. Bled vertical spaces in walls and partitions shall be 8' FLASHING (TYP.) With a minimum horizontal dimension o of height Upper ed a t each 1 . ) 711.1(x)121 Habitable space shall have a minimum might of 7'E', uppermost most s a story. stoppetl at each floor level and at the ceiling of the 5/4' x6' 4.7 A BARD 711.11 e1 h1 A dwelling unit shall contain at least one habitable space or cornice cotL measured from finished floor to finished ceiling. LMer a 717.4(c)I2 When combustible mater most story. combustible materials form a part of the concealed space CCA DECKING . sloping roof the mini" height in at least 50% of the floor between surface finlsr area shall be 7'~' and the area where the height is less concealed space shall an surface finish and base to which they are applied, the 1ST FLOOR LEVE than 5'-0' shall not be considere d in computing repaired or be fire-stopped so Bled space shall be filled With noncombustible material. fire-stopped so that M dimension of such concealed 3-2x10 CCA GDR, 2x10 floor area, space exceeds B' vertl 2%10 ® 16' O.C. 711.2(a) Nonhabltable space shall be provided with light and ventil- 717.4(c)(3) Space between floor Jo exceeds 8' vertically or 20' horizontally. between floor Joists with ceilings attached directly to .Y--T 2x8 CCA ® i ation adequate for the Intended use of each space. Bathrooms the Joists shall be fi oists shall be fire-stopped for the full depth of the 16' O.C. - 2x12 GDR. and toilet rooms shall have provisions for privacy. Joists at all points a GDR. 711.2(h) Bathrooms, toilet rooms, Wltcherattes, corridors and recrea- parttions having a req s at all points of support, under supported Walls and ,One having a required fire-resistance rating, and under TECO (TYP.) 3-2x8 CCA GDR. tion roams shall have a minimum height of 7'-0'. all partitions separat 712.1(0) (1) Fkbitable space. The mart of light shall be equivalent to 717.4(c)(4) Concealed spaces in at artltions separating dwelling units. 2x8 CCA SAND that transmitted through clear glees equal in area to not leas communicate at the top sled spaces in stairs shall be fire-stopped so as not to hoots at the top and bottom Of the stairs with concealed BOLT TOHOJSE wl#' GALV. A.B. PROVIDE 2 SPINDLES than 8% of the floor area of the space. space in the floor con 712.1(b)(1) Natural ventilation area equal to not leas than 4% of the 717.5 At least one single-st in the floor construction. 8' O.C. TYP. PER TREAD (TYP.) total floor area of 60ch habitable Space, installed in cmfarmlt mat one single-station Anoka-detecting alarm device. [led in conformity with Section 1060.10 of this code. i 2x12 CCA STRINGER 712.2(b) (1) Operable areas shall not be less than ii s.f. for bathrooms shall be provided adla or toilet rooms and not less Loan 3 s.f. for kitchenettes. level and shall be loc be provided adjacent to sleeping spaces on each floor w/ 1 CENTERED IN STAIR i i BASE] BASEMENT 713, 5(b)(1) Minimum width for treads shall be 9' plus 1 118' nosing, 720.1 Outdoor swimming peals 5/4' X6' i i CCA DECKING 713. i1b)(4) Treads shall be level and uniform In wIdtth with no variation which shell comply it and shall be located on or near the ceiling. mr swimming pools Shall be provided with an enclosure BEYOND (TYP.) s= exceeding 1/8' In any one run of stairs. shall comply With part 720 of this code. 8' CONC. PIER w/ ' 2%12 CCA STRINGER 713.1(c)(1) xI" height for risers shall be 81' execept for folding ARTID.t_Z 8'x16' CONC. FTG, (TYP.) ~n~rn Stairs, exterior stairs to basements. or other stairs W/ 1 CEMFAFD IN STAIR intended for occasional use only. which shall be 9'. Table 1-803 Leads for One- and Two- 'or One- and Two-family Dwellings COL. 713.1(c)(2) There shall be no variation exceeding 119' In the height of " - - - risers In any one run of stairs. QXW%wnry Uniformly Distributed Concentrated ' wl2'%2'X1' 8' CONC. PIER wl 713.1(d) Widths of stairs shall not be leas than 2'-8' clear: except First floor ntx live Load (mef) Loeda (IBS 1 floor 40 ' DS1C. FTG, IT1P.) i, (TYP.) 8'X16' CONC. FUG. (TYP.) that stairs to a cellar or attic shall not be less than 2'-6' Other floors clear, between handrails or handrail and opposite wall. Attics: floors 30 713.1(e) The minimum clear headroom over my portflon Of a fixed stair Accessible by stab; Bible by stair; shall not be lass than 6'-6' measured vertically from the ceiling height 4'-6' E Surface of a tread: a 6'-4' minimum over stairs from a second less than 4'-6' ng height 4'-6' or more 30 than 4'-8' 20 150 story to a third story, or over stairs tai a cellar. Accessible by scuttle 713.1(f)(1) Stairs of more than 3 risers shall have rat least one rolling Inaccessible: Bible by scuttle 20 150 on one side. Railings shall be provided on open sides of stair. Roofs as promenades essible! SO as promenades 30 713.1(f)(3) Landings or platforms more than 18' above the adjacent floor Other roofs or grade level shall be provided with railings. Garages for pasenger w roofs 200 713.1(fl(4) Top surfaces of handrails and railings shall not be less than s for pasenger cars 50 2,000 SE (ON A A CT _A-A 30' nor more than 36' in height above thei floor or tread. 7131(f)(5) Clearance between handrail and supporting) wall shall not be as Plumbing shall comply with Articl SCALE: 3/8' = 1'-0' less than 1}', Imply with Article 9 of the Unified Code. (SEE SECTION B FOR MISSING INFORMATION) mw WAC Installation shall comply wl 4TION) 1 shell comply with Article SO of the Unified Code. [lation shall comply With Article 11 of the Unified Code. 2x10 RIDGE TYPICAL ROOF CONSTRJCTION mm Electrical Installation shall con ~ - 240# ASPRALT SHINGLES - 15# ROOF FELT - " COX S-EATiING - 218 R0OF RAFTERS 0 16' O.C. - 2x8 CEILING BMS. G 16' O.C. ARCH Q u EC T - 2x6 COLLAR TIES 0 32' O.C. oo - 5/8' 'X' GYP. BD. 12 ON WALLS 8 OLD. BOX 4454 - 33 ANCHOR WAY OAK BEACH ASSOC, NEW YORK 11702-4612 516-587-8046 FAX:516-661-8269 ATTIC Copyrignt 1994 Ira Haspel - 2x8 0 16' O.C. (TYP.) project name 8 location: TYPICAL EAVE CONSTRUCTION - - - US FASCIA BOARD - ALL.MINIL,M afF EAS - 3-2x8 GDH, (TYP. ) PROPOSED R S WE IICLc, VINYL SOFFIT w/ - TECO (TYP.) 2-2x12 FDR. 2' CONT. SOFFIT SCREEN - p FOR PROVIDE 3/4' REVEAL - TYP. ` e9hd7/"tlN & AAYY l! LOU CUL 0 tlPl TYPICAL WALL CONSTRUCTION - SIDING i - 112' COX PLYWOOD a-EATHING PEBBLE BEAU FARM - 2x4 0 16' O.C. - 5/8' TYPE 'X' GYP. BD. EAST tlaIIWY'i4ON, N. V. GARAGE ` - 2-2x4 TOP PLATE - 2x4 CCA SOLE PLATE tlraving title: SECTIONS AND i OVERFEED GARAGE DOOR i i NOTES i 4 1ST FLOOR LEVEL PITCH 1/8'/FT, DROP SLAB 1' PITCH 0 O.H.D. TYPIC 2.ffi ONS I^TION pae: TYPICAL FULIDATION CONSTRUCTION - 4' CONCRETE SLAB CONSTRUCTION DOCUMENTS EXTERIOR COATING - - 6x6-10/10 W.W.F. •~~V!] TERMITE SHIELD - - 6 MIL. VAPOR BARRIER x 8' A1,CH0R BOLT 0 fig' O.C. - LINE OF GRADE - PROVIDE C.J. 400 S.F., MAX. seal &MM DY: !sa as.: 8' CCNC. F . WALL - -yam (TyP ) - 95% COMPACTED SOIL ~~~g6D dR , KRG 73394 w/*S REBAR 0 12' O.C. VERT. - 12' x 24' CONCRETE FOOTING - ~G sula: date: w/ 3- d5 E ARS OGJTINJCUS - 0 SECT ION CC i 11~~AA AS NM 12 D5 94 . i i STEPPED FOOTING (PA R SCN_E: 3/8' = 1'-0' ' e - ~ arawtrg no.: ' e h 2260 1 r 6e Bi~aF°S ~ 2x12 RIDGE WWP IDN WQlO f DATE 12Y 664 1. TYPICAL ROCF OCNSTRLCTICN CCIJT. RIDGE VENT (TYP.) 3E VENT (TYP.) CTS 1 PF~LIMINAW 1,2/15764 - 240/ ASPFAALT SHIN0.ES 2 PLOP mm T ~ if if n u n if u n n n it u n rr n u u n n u u u n u u u n S CDX SHEATHING - O n u u u u n n u 2x12 ROOF RAFTERS 0 16 O.C. - ' u n u u If It u u If i u u n u n n u u u u n u i n n u n u n u u u u u u u n n n n u n i i n u u n u u i u r 4 2x8 COLLAR TIES 0 32' O.C. - 5 2x10 CEILING BNS. 0 16' D.C. - 6 R-30 FIBERGLASS INS1"TION - 7 1/2' GYPSUM WALLBOARD - 1'-0' 0 LOUVRE TYPICAL TYPICAL WALL CMTRUCTION - EXTERIOR SIDING Y - AIR INFILTRATION BARRIER " 3-2x~b RJR.- 2x4 0 16. O.C. - 2-2x4 TOP PLATE TECO:~(TYP. )r~ - 2x4 SOLE PATE u u n r u i n n u r N 3-2x10 GDR. 2x8 ® 16' O.C i , BEDROOM #2 CL. BA OOM bR OM , m 2ND FLOOR LEVEL 2x10 0 16' D.C. TECH (TYP.) , zxlo o ls' D.C. TYPICAL WALL CONSTRUCTION 3 - 1 3/4' x 9 1/4' LVL FLUSH (DR. 2-2x12 -2-2x12 - EXTERIOR SIDING - AIR INFILTRATION BARRIER - 1/2' CDX PLYWOOD 3EEATHING - 2x6 0 16' O,C. KI C $ - R-19 FIBERGLASS INSULATION CAB. T TOP CABINETS - VAPOR BARBZER C TYPICAL FLOOR CONSTRUCTION - 1/2' GYPSUM WALLBOARD 3/4' T83 COX SURF OOR CL. MASTER E 0.1,E 8 NAIL MASTER BEDROOM z-zxs TOP PLATE - 2x6 SOS PLATE 2x10 JOISTS 0 16' O.C. - R-30 FIBERGLASS INS-L.ATION - COINTERTOP m , 11 2x10 BAND - u/BASE CAB. 1ST FLOOR LEVEL_ _ 2x10 0 16' D.C. 2x10 0 16' D.C. ~66~ WINS~DIA1 l 2x10 0 16' 0. C. n~ BRIDGING (TYP.1 3 - 2x10 CCA GDR. 'r 3 - 3 - 2x10 CCA GDR. z STAIR o SPD, salNxES Nor 5 owN OV ovIDE z PEA TREAD H. R, (TYPJ BASEMEN Y -TYPICAL FaJDATION S T I EXTERIOR COATING e?R - li^G - TERMITE SHIELD - }'xB' ANC-OR BOLT 0 24' O.C. 3}' STL. CCL, - 8' CONC. FOUND. WALL w/#5 REBAR 0 12' O.C. VTRT. w/2'x2'xl' `P - 12' x 24' CONCRETE FOOTING CONC. FTG. ITYP.) w/ 3- #5 REBARS CONTINUOUS E)(P. JT. (TYP, ) n nffi) n n n nra r~ r~ n m n TYPICAL SLAB CONSTRUCTION ry u n1m Y ylm 11 = LL I/'11 u GW _ 4' CONCRETE SLAB Li - 6x6-10/10 W.W.F. ARCu-71 # TECTT - 6 MIL. VAPOR BARRIER o- 0 - PROVIDE C.J. 400 S.F. MAX. GYP" WALLBOARD - 2' PERIMETER INSLLATION LJ SCALE: 3/B'=1'-0' - 95% COhPACTED OIL 1. Regular Wallboard: provide Type III, Grade R, Class 1, 112' thick, BOX 4464 - 33 ANCHOR WAY except as may be shown otherwise on the drawings. OAK BEACH ASSOC, NEW YORK 11702-4612 2. Fire-retardant Wallboard: provide Type III, Grade X, Class 1, 5/8' 516-587-8046 FAX:516-661-8289 thick. 3. Water-resistant Wallboard: provide Type VII, Grade W or X aTs required, Class 2, 1/2' thick, except as may be shown otherwise on drawing. 4. Corner Beads: provide angle shapes with wings not less train IV wide, Copyright 1,994 Ira Haspel AFCHITECTLFV SPECIFICATIONS 11. Do not scale drawigs. Written dimensions supercede scaled dimensions. CAST I CAST IN PLACE E and perforated for nailing and joint treatment. project name $ location: 12. Drawings and specitcations as instruments of service are and shall 1. The work consists, in general, of site preparation and construction of remain the propert)of the architect whether the project for which 1. F 1. Provide cast-in-place concrete, including formwork and reinforcement, 5. All work to be formed, level, true, and plumb. the concrete and wood frame residential building shown on the drawings they are made is eacuted or not. They are not to be used on any other a er as required to complete construction shown on the drawings and as MOISTLPE PROTECTION and as described in these specifications. projects or extensbns to this project, except by agreement in writing a Ig specified herein. PROPOSED RESMENCE 2. hole of the Architect: and with approprlaB compensation to the Architect. 2. C 2. Comply with ACI 301, 'Specifications for Structural Concrete for I. Flash all openings in exterior walls. Buidings', except as modified herein. 2. Caulk all openings and joints in exterior walls with Tremcci 'Mona' FOR The Architect was retained by the Owner: B A. To prepare sufficient drawings and specifications for review by SOIL BEARING 3. F 3. Provide transit-mix concrete complying with ASTM C94. Compressive (color as directed). govermental agencies having jurisdiction, a strengths to be 3000 PSI at 2B days. 3. Roof shingles shall be 240# fiberglass as selected by architect, JOHN A MARY LOU C1 LKIN B. To provide additional consulting services during the construction phase I. Foundation design ; based on presumptive bearing capacity of two (2) 4• P 4. Provide reinforcement of types shown on the drawings, and comply with 4. Flat roofs shall be covered with 60 mil E.P.D.M roofing installed in PEBBLE BEACH FARMS of the work. tons per square foc. Sub-surface material is presumed to be well A ASTM 615, grade 40, unless otherwise indicated. accord with manufacturer's specifications. 5. Consolidate concrete in accordance with ACI 309. ~t~L~~L drained sand and grvel. If conditions vary, or if soil bearing 5. C GENM NOTES reports indicate loar bearing capacity, notify Architect immediately 6. P / 6. Provide concrete that is dense and free from honeycomb and other SfFm1CTLEAL STEEL EAST N6?FdRiON, N.Y. prior to processing d defects. 1. Contractor shall obtain all required approvals, permits, certificates 7. L 7. Leave slab surfaces that are free from trowel marks, uniform in 1. Provide structural steel where shown on drawings, as specified Craving title: of occupancy, inspection approval, etc. for work performed from SHORING a appearance, with a surface plane tolerance not exceeding 1/8' In 10'0' herein, and as needed for a complete and proper installation. when tested with a 10' straightedge. 2. Except, as may be directed otherwise on the drawings; comply with agencies having jurisdiction thereof. w 2. All work to be done in conformity with N.Y. State Building Codes, all I. Provide shoring des~n, and provide shoring at excavations and S. C S. Concrete for slabs and footings to be a minimum of 3000 PSI AISC 'Specifications for Design, Fabrication, and Erection of SECTION B local codes, and National Electrical Code, latest edition. elsewhere as requir( to protect workmen, materials, other properties, c compressive strength at 28 days. Temperature is to be 45 degrees F. Structural Steel for Buildings', and Steel Joist Institute Standards, AND NOTES 3. Contractor to verify all dimensions prior to starting work. Contractor and the public. f' for five days after pour or submit plans for protecting concrete. 3. Submit complete shop drawings to the Owner for review by the owner's to notify Architect immediately of any discrepancies. 2. The contractor is sgly responsible for the means and methods of 9• P 9. Place wire mesh conforming to ASTM A185 (64-10x10) lapped 6' side and Structural Engineer and Architect, 4. All materials to be used on this project shall be installed in strict construction, and fo the sequences and procedures to be used. ei conformity with the manufacturers recommended specifications for 10. P ends securely tied together. 4. All steel shall meet ASTM A501. All steel shall receive one shop 10. Place concrete on undisturbed soil with 4' porous fill, or compacted coat of red oxide paint. installation of their product. EXCAVATING BACITILLING A) UMING s~ soil with 4' porous fill. Fill excess cuts with concrete. Remove 5. Steel supplier/fabricator shall furnish anchor bolts, misc. straps and t.~ .ao no.: 5. Contractor shall maintain coverage for all insurances, bonds, etc, as f foreign matter and avoid segregation as much as possible. Footings anchors, and steel lintels to mason, foundation and or carpentry required by law and by the owner. 1. Excavate, backfill, q:pact and grade the site to the elevations shown sl in shall have a minimum of 4'0' cover. contractors for incorporation into their work. 11. - Slabs that are 4' thick will receive a 6 mil vapor barrier and 6. Grout for bearing plates: 'Embeco' or equal. 6. The contractor shall provide all safeguards as required to preclude on the drawings, and l needed to meet construction required by the S steel trowel finish. Slabs that are 2' thick will receive a 4 mil 7. Fabricate and erect in strict accordance with the shop drawings, as p ose:CONSTRUCTION Injury to owners and contractors personnel, and to all other persons other contract docume,s, s' at the construction site. 2. In addition to comply' with the requirements of governmental V vapor barrier and wood float finish. approved by the Owner's Structural Engineer, with the referenced DOCUMENTS 7. Contractors shall exercise good judgement to minimize damage to agencies having jurlsttion, comply with the directions of the Soil p/yyyl ~ standards, and with pertinent requirements of governmental agencies. `Baal ~0LED .SRC Cram by: Job n4.: _ adjacent properties. All areas damaged due to new construction shall Engineer or Architect; FUJa RGUal CARPENTRY 8. Steel design based on 30,000 psi allowable Fb for all steel ~L. be restored to their original condition. 3. Provide backfill mateql approved by the Soil Engineer, or Architect. 8. Each trade shall familiarize themselves with the intent of these plans 4. If existing utilities a found to interfere with the permanent I. A: Joists, 24,000 psi for rolled sections and 22,000 for all otthers. 1. All wood to be in contact with masonry, is to be pressure treated CCA. and coordinate their work with other trades. facilities being constcted under this section, immediately notify 2. A. 2. All framing timber and dimensional lumber to be Douglas fir, with a vi a p ~T IWG 73314 9. If, in the course of construction, a condition exists which disagrees the owner and secure hlinstructions. m minimum of 1500 PSI in extreme fiber stress in bending. '~~~p 41 p eagle: Cate: with that as indicated on the plans, the contractor shall stop and 3. A: 3. All bolts, clips, and nails to be hot dipped galvanized, Nail per TFE FOLLOWING RAM AND SPECIFICATIONS, TO TFE BEST OF ^a * AS N)TM 12 CFx 94 notify the architect. Should he fail to follow this procedure, and N N.Y. State Nailing schedule. BELIEF. AM PROFESSIttdAL JLDGE1e4, ARE IN IANX W N.Y ry~ 4. Openings marked R.O. on plans are actual Rough Opening sizes. CONSTRIOTION CODE, AM TFE N. .S. IFOR4 I ON continue with the work, he shall assume all responsibility and 4, q liability arising therefrom. 8 BUILDING CODE, LATEST EDITION. C Craving M.: e 4 30. All work and material shall be guaranteed for a period of one (1) year 2 66 ~o A3 i from date of acceptance by owner. I A l'? J CONSTFi10TI0N DATE 12120194 FEVISIOtS DATE u x, 151-8' 35,_4. s e j~~~~ppT LAND 1 PRELIMINAAI'/y1rf84 2 AS I U j STEPPED FTG_ (T1P.) ---i 3 - 2x12 CGA STRINKER -I__--- I'' 1 1 I 8' CDC . PIER II 4 i _ 1 m W/8'x18' CON:•FTG. _ _ _ x I 1 1 2x8 CCA BPAD I 5 L_ n' BCLT TO RD. _ 6 1 1 14'i' I B' 9'-I 12' IB'-I 1/0' 0 8' O.C. ' 492-944 o - A 7 SITE DATA 1 1 i i /4' CCAI° SITE DATA U ADDRESS: f CCA it LOT. NO 5 - FEEBLE BEACH FA" - I I I DFCKING t0 I I I _ 20 0 ,I. i H750 E 100.50' - 1 LOT. NO 5 - KING ~ -_-57 1 _ _ _ _ FAST MARION EAST MARION - TOW OF SaM-CLD, N.Y. s I I I LOT N14303S REFER TO LU I- LOT N143`AS 1 1 'MAP OF PM 'MAP OF PEBBLE qBE~ACH F!WARM~mS'~~T~n I I 1 m 1 FIELD IN 17-E FIELD IN THE E E &FFOLK COIMY •LSIKS 8' CONC. FW. WALL dr,:... I I I I W/ 2'x1' CANC. I I OFFICE AS MI OFFICE AS MAP NO.' 6266 DATED FEB. 10 1985. . 1 1 i FTG. (TYP.) 1 1 1 INIFI,UED USE INTENUM LSE OF PROPEFEfY: RESIDENTIAL % C ~ :1 1 i I U ZZ U ZZ U Z I I ~ it ~ i Z 1 SINGLE FAMILY ' I 1 I OI6 OI6 °I6~ I i I ~ I ' I C i I C i I 't'Ip lp Flo f/J I i H coo 1 1 m 1 1 SITE AREA: < I I ~~v DIY I ' 11 1 SITE AREA: 24,116 S.F. OR 0.55 AGES LW-XCAVAIED , i a • m I 4' CONC. SLAB W/6x6-10/10 W.W.M. tll C LLI PROPOSED 1 1 I I (VI~ NI~ o N I U l a l 1 1 a 1 j 1 BUILDING FOC x l 1 1 1 1 I LOT COVERAGE WILDING FOOTPRINT 1877.2 S.F. 1 I I H1 LOT COVERAGE 7.7 % FIRST FLOOR GROSS AREA 1540.9 S.F. .,t;I I I I o I 11 SR , I FIRST FLOOR 1~ ° 1 1 i m FIRST FLOOR FIRST FLOOR DECK AREA 336.3 S.F. I 1 1 I I 1 ' 1 m'' m 1 ~1 1 SEM.MwV FLOOF S1EM ~C~O~M FLOOR GROSS AREA 1012.9 S. F. 8'-8 3/4' 8'-A 3/4' 31-4' 7 -7 1/4' FRONT 7''7 I7~' 1 i m I I 11 < I' I FE FRONT SETBACK 105.93 F7. I 1 I I AR SETBA SETBAC 1 SETBACK -2x8 MA SIDE a 16' O.C. T FEAR SETBACK 115.51 FT. SIDE SETBACK 15.16 FT. I I I ' ' i II b' x12' DEEP SIDE SETBACK 20.0 FT. ,.1 I I BM POCKET (TW 1 I I ',I f I 1 I I I I ~ I `P 1 LEN W rcx+L SIDE SETBACK 7 ~ I a' I 1 I 3-2X10 C_CA GDR. yg( m I I i (PD~IGMG FIrZ) I ~ ~ ~ ~ 1 1 1 1 ~ '1 3-2x10 CCA GDR. - 3J-' STL COL. 'v 1 '11 g 5~. 1 N _~1~~I L v( r 4a. I m m i-_____L W w/2'x2'xl' ? IJ (Gmu 441) 1 com canc. FTC. (T1P. LOT NO. 4 )I I m 1 ~ I I • 4'-8' M.R.O. _W IL.•d JTS, TO CHIMEI' FLIP ALM FLOE rs. TO CHIm •ElEy ' PROVE. . ; I I l5, _g• 1 ~3 1 ~ws_Uff1Ly_ml•19-3ayailw 1 f L~VATIW QTIS r'T ION N]1FSP T Z@13Bwilding elements that contain materials which are 3 5/8* TYPE X 3-2x10 CCA GDR. 5/8' T 1 p f 1 GYP. GYP. ED. ON M BACK 10'x, i 1 Co 7814, CD uL !J,S I ~12~ f f CLG. WITHIN 1 1 1 o All l building element PORCH 1 capable of absorbinc le of absorbing moisture shall be protected by a 0 1 I I _ ~ I _ 5' OF 5' OF BOILER 1 ( in I 1 1 vapor retarder locat retarder located on the winter warm side of the ation, T 1 11 SEIBACK Insulation, 1 I I I p I I 7E 1 7814.2(0) ition shall be installed in a manner that provides 1 T_ J M14 o~%i rn 'i Insulation shall be c~ b NII I 1 I continuity of insula' iuity of insulation at plate lines, sill lines, ` I 1 a I ~ I n JLI MI 1 1 1 W band joists, and cor, joists, and corners RESIODM 7814 Windows shall have at BOILER F. A. I.--f WMS °Ilm Da_ R79. 8 TR JR F,A.I. ILQ31 J -I'1 i I 11 I is shall have air infiltration rates not exceeding F111 Z' ``-4m~-{I' 1 1 0 37 cfm per linear fc doors shall have air A per linear foot of operable sash crack and shall have air infiltration rates not "seeding per square foot of door area. I 1 _ ol~ I - - - - - - - - - - - - - - - - ; 1 15,_2• 1 i .5 cfm per square foe I I 1 m SETBACK 1 ' m 7814.2(i) Z' c II '1 '1 i ints and openings in building envelope systems _ _ All joints and openin Ing those around windows and door frames, between ' 1 7'-1 12' including those arourm I I 1 I walls and roof/ceilini j 1 1 foundations, between 1 and roof/ceilings, between walls and floors or ' I I I ~ ' 15,_7• IS 11 m Z 1 1 ' 1 penetrations, and bet, :ions, between wall panels, at utility service ikons, and between dissimilar materials shall be _ i 1 ~ ?-2xfo r. J. E Ib"_D, L. ~ i ~ O 1 ' ' 1 Caulked, /5 q' (;CA c 1 gasketed, wee I, gasketed, weather str iplied, or otherwise sealed. T-H is Q LA 1 I c0 8' COP I~ S' CONC. PIER CXING 1 II 11 I OE it 1 1-----1//11-----1 FTC. ~w/8'x16' CONC. 7814.2(Ji FTG (TYP 1 y, 1 i 1 1 M air infiltration be infiltration barrier shall be installed wherever . $ L 3-2x10 CGA NR`_ _l f}'I 1 1 1 11 1 a ventilated siding ng ma L L-________ installation technique lated siding material is installed or the siding rv - - - 1 - - - - - - - - - - - - - - - - - - - - 1 1 11 1 a - application. ation technique necessitates a loose-fitting i a _ i ('I 2x12 Cr, 2x12 CCA 1 1 1 d 1 781411 STRINGER (TYP.) II 11 ~ c~ h i AlI FNAC equipment sha: equipment shall meet the efficiency requirements ze o STRING] shown in Table 5-3. I I i Table 5-3. Pf= I ' 3'-8' 3'-7 IR' 3'-5 5/8' 3'-7 7?B' S'-18 3/4' 1 11 II I~ 1 7814.15(a) _ 1/8' 7'-0 1/0' I 1 X' 1 Insulation with a minia on with a minimum thickness of no less than 1}' r7y;. I I shall be installed on a installed on any space heating distribution rN, , BIn1SISWN u PLUG= N ~ . piping located outside orated outside of a conditioned space. ¢ I I II 7814 i insulation with a minim SCALE: 1/4'=1'-O' m 3/4' sha:l be installed with a minimum thickness of no less than no le A M A CC ro M fl A n tlO :l be installed on tanv hickness sass; rya nm n distribution piping tha Lion piping that is greater than 3/4' in u u uii-u u U&--"2 U L~ p p p a p p Cu 1 diameter CULKIN RESIDENCE 1 m LOT N0. 5 EAST MARION. N Y- I z I ARCH 0 EC T NY- NYS ENERGY CONSERVATION CONSTRUCTION CODE 1 ta', I'p ROOF 4' TFPoJ ROOF PAI PART 5 -7814 I s~ SUI BUILDING DESIGN BY ACCEPTABLE PRACTICE I R I BOX 4464 - 93 ANCHOR WAY DATE DECEMBER 20, 1994 OAK BEACH ASSOC, NEW YOM 11702-4812 ' . FOSSIL FUEL 1 I BUILDING COMPONENT R-VALUE U-VALUE MIN. CODE 1 1 516-587-8046 FAX:516-661-8269 - 1t' it' I 1t, l I But ocI I I I z' EXTERIOR WALL 94.77' Copyright 19,94 Ira Haspel I I I I ou' 1.;;`:, I 1 I 3- SID OUTSIDEAIR FILM 0.17 5.88 SIDING 0 87 1.15 project name B location: AIR INFILTRATION BARR NEGL ERR _ - I 1}• TRAP I AIR 12" 12" SHEATHING 0.62 1.61 PLAN- PROPOSED RESIDENCE .r h'(,' TlB I FIBI 2ND FLOOR VAF FIBERGLASS BATT INSU 19.00 0.05 SCALE: 1' = 20'-0' VAPORBARRIER 0.06 16.67 GYF lit, TRAP Lq, 3' TRAP Lrk 3' I 3' GYPSUMBOARD 0.45 222 FOR INSI INSIDE AIR FILM 0.68 1.47 JOHN A AORRY LOU CULKIN C.O. TOTAL: 2185 0.04B 18,00 I 11t' [It- 11t• 11t' 11} 11t' 11t, ELECTRICAL LEG CTRICAL LEGEND PEBBLE BEACH FAR& I I I I I GLA z• I GLAZING MATERIAL N11E wIE EAST A44R6®N, N. V. .I I I I I 1t' TRAP I i I I AND ANDERSEN WINDOWS 3.10 0.32 59260 JUNCTION BOX -t ENTRY DOORS 3.00 0.39 - 48.00 SLflFACE MOUNTED LIGHT Er•rlrp EStle: I I I 3' I ENT "e I I lt' TReP AND ANDERSEN fRENCHWO, 3.40 0.29 210,28 69 SWITCH FOX7 ® 1t' TRAP I WASFEA it' TRAP NME EXIT LIGHT FOUNDATION PLAN I`,r` ne TOTAL: 9.5 0.105 1,7 N7E 43 3 WAY SWITCH RECESSED CEILING LIGHT SITE PLAN 1ST FLOOR R00 ROOF / CEILING MATERIAL F.A.I. - 3 TPIP 3• 3• JX TFIAP It DINKIER SWITCH WALL MOUNTED LIGHT RISER DIAGRAM C.0.1 I 0.0. ASOUTI OUTSIDE AIR FILM 0.17 5.88 K AIR II ASPHALT SHINGLES 0.87 1AS DI,I~LFX OUTLET k+ 0 AIR INFILTRATION BARR NEGL ERR 4 0 WALL WASHER t¦z ¦¦p no.; 12"SHEATHING 063, 159 - I FBEI C.0. VIBE FIBERGLASS BATT INSU 30,00 0:03 SZW QUADRAPLEX OUTLET -O SPOT LIGHT - C.0. I GYP! VAPOR BARRIER 0.06 1667 GYPSUMBOARD ,0:45 242 !r& SPECIAL PURPOSE OUTLET SANITARY 4' I INSI[ INSIDE AIR FILM 0.68 1:47 - I LET = LIGHT TRACK p^'°~: . SEWER CONSTRUCTION DOCUMENTS HOUSE TRAP TOTAL, 32,86. 0.030 214650 I`- GFI OUTLET ® FLUORESCENT FIXTURE BASBaENT FLOC FLOOR MATEALAL ® TELEVISION aaal aran by: tan no.: FLUORESCENT STRIP LIGHT t&n hF r~)RISER 01 AIR It %v ,3 y AS A 73384 OUTSIQEAIRI-" 0,17 5.B8 - COSNETIC STRIP t o~ •a1•: ate: FIBEF AIR INFILTRATtN BARR NEGL ERR NTELEPHONE ~I FIBERGLASS GATT INSU 30.00 0.03 N.T.S. VAPC VAPOR BARRIER 0.06 16.01 B THERMOSTAT * - y AS NM 12 OM 94 B:O EMERGENCY LIGHT °h 314" S _ 3/4" SUB-FLOOR 1.13 0.85 - p ef¦ring no.; FINIS FINISH FL001t"' VARIES VARIES ® COMPUTER ® SMOKE DETECTOR e 12 ~ LA 1 • INSIO INSIDE AIR FE 0.68 1.47 CC BURGLAR ALARM BOX Q TOTAL, ' 32.04 0.031 3873,40' Q METER eb a Oleo r'4 CONSTFLICTION DOCif4Ni DATE 12/20/94 20,_5 IS'-7' # FEVISIONS 20'-5' 4'-9 1/2' 61-0' 4'- 4'-9 112' 1 PFELIMINAAY 12/15/94 2 s- L I S 9 1 '-9 112' 9'-II 3/8• 5'-0 1/B' 4'-9 I12' 3'-0 3/8' 2'-II 5/0' 4' 3 i II 5/B' 4'-9 1/2' 4 m 5 6 7 3 2 3 42 B ,......2=2x6........ NOTE: ALL w1H DOw !.ryD ODOR k6....... zxo C. B. o is 0. C. BEDROOM #2 I c z, Peslc-r-AAT-ION $ CEI-E.FL TD 2x12 R.R. 0 16' O.C. AMOEIiSErl' UN LASS DT}FE(y W/« HOTED. 2x8 C.T. 0 32' O.C. V' q' 4'-0 3 4' m ~0~ C L 2x8 R.R 16,; 0. C.' 3 112' x'95.08' - 4' IFa-DD\ ~4' BIFCLD 112• ® 2'-B' LI7'-0' FEACROOM ="ODM ~Iti ~ - C CLOSET J L. c O,U j STUDY ~•m lie O' _ HALL x: U. ry~ N: clIK x I'i `P LINE T-0- I E"OOM V AOROOM J z 12'-I ' - 3 IR' 31-1' - 3' - 4'-9 1/2` 5 S'-11 5 / • 4•-4• , n > N 2'-6' 3 112• C I„i ~a i N O IS'-5 V2' 35'-6 lit' tYY C ii _ 6'-0' ILI i+ m 4'-4' A'-B 5/8' 14'-4 3/4' I ~ 2x F. C.B. 0 16' O.C. - ~i O fi'-I 1/4' 51-8' 2x12 R.R. 0 16. O.C. C 2x R.R A' e m ,s BEDROOM #1 _ ®1 o.. d C m.ci3 n-an(o m 1 - ~ i L ytinap :o(- I> AR a ET CLO _ ¢ 2432 28216-2 ~-=b FWG 0688 WG 068R _ 'n5 I _ m N 1 ~iN i` ! - 2-2x6 `SIJ O O DW ul ' 2-2x10 1-2x10 _ C N U~¢ A .~.........C ,I , N OWD R • - - - - - - a RE~B BASEBOARD P ...~.I; ' x GARAGE j ~ °•o ~ ~I v - - i ~ I F~EATEW (T1P.) • x'22+6 150.00• ,~5 n `4r . '••,,..2 2x8 _ 6 r --i - m ~Jm q KITCHEN ^ j VWI w-p. a ` Z' a• 6'-A' 3 12' : / DINING ROOM ti - p O I j NQ ROOM °I m 3' 7 7/e 2~: P 2 tO - - WAe vE- 3•_8. ^qw 1, (P) N 2x8 C.B. 0 16' O.C. a 7'-1 I12' VI 3'-I' 7' -I 112, 4'-912• 31-01 31-01 4'-9 % ~ I I i I p® I io o i 2x8 R.R. 0 16' 0. C. I I ~ ~ I I I ~IF N 4'-9 I2' 4'-9 V2' I 3 I I ~ I I m ~ t5 rii: 2A'-5' I/E 4'-9 12' PLLL IL ~I 3 lit' 14'-B 12' 2' 2' 3'-0' 3 2' 15'-3 lit' x h 3fi'-8' -31/2' v 51/2• - X \ SECOND FLOOR PLAN ' C ~r \\l M SCALE: 1/4•=1'-0' -2x8 6' O.C. IF'/L r T1 I r m ° H w cad. ?-2x _ 2'X9' ST. PL. :9' ST. PL, v ~i m Wq ITIASSPEL Q #AA - mlio \ - - r - w/-.32x10 FTa-Li GM- _ m x _ I 2-2X121-DR. Ta-LIMGM 4-2x6 POST vv Q W Ctl-ll # I!°EC~ u MBA /H 4-2x4 P T x 9' 0 O.H.D. IN WMJ- 1~1 IN WALL N L _ C RECESSED o . L- mCLOSET - - - _ i N: Lp BOX 4464 - 33 ANCHOR WAY PATER O N I N1 S OAK BEACH ASSOC, NEW YORK 11702-4612 2=2X12 FM. - e, UI 1 2-2X12 1FgS ~ 516-587-8046 FAX:516-861-8269 - BIF LIVING ROOM NO ROOM I 6' O ;p Copyright 1994 Ira Has., m I ~yqy oI~J~¢, I- I LLo project name & location: C u~ iol6 PROPOSED RES MENOE `P v m Ali r MASTER BED OM I ® b V N; N FOR `P a 11 JOHN N N - ELECTRICAL LEGEu UCAL LEGEND , . ~ ..........2.2X19.. .......2: 2X10 91 WTE m VE PEBBLE BEACH FAME SURFACE MOlINTFO LIGHT EAST I R4ON, Um. Y. CLOSET 2-3 52 2-3 52 H. R. (2) JUNCTION 13OX ~ m E,9 SWITCH Ex[r 5 lit' 19'-2 lit' 3 1/2 3'A 2'-9 314' 'p 7'-2 314' lp WTE Ex[r rYIT ' irHT o &wing title: N 21r1o r..; Ir. IU' o c. 5 WTE COVERED .POR OVERED.POR m 0 3 WAY SWITCH } gTCFS"FC FI1 INC LIeHT PROPOSED r 111115 A r-A CLOSET 2'-4' 150.00' It DiMMI R '-IWIT''H Y' WALL MOL INTFL LI ;HT FIRST & SECOND DUPLEX OUTLET v v WALL WASHER FLOOR PLANS P 3pS ...2.2X8.. ? 2 LLY eep n0.: jADRAPLLX OUTLET -Q V SPI_ T 1iHT 31-7 719' 2 ; 50 2 B ti~ 3-8' 9'-6' 6"-6' 7'-! 112' 3'-I' 3'-I' 7'-I 12' 314' 7'-A 179' 7'-A I. SPECIAL PURP03S '.UTLFT FT LI3HT TRA-K oneee: r-e va' r~ va ~ G I OUTLET -LI}TRE9^FNT FIXTUN' CONSTRUCTION DOCUMENTS 20'-5' 15 s -a• 9 IELEVISIr N FLWRti,FNT ,;TRIF '_IC'HT Mal arem nY: .inn no.: TELEPHONE 4 , D *C, ~'O IMFTIC STHIP POFII4iG 73374 O RST FLOOR P LEAN FIRST FL/'(O~/O~Rm (ROSS AREA 1202.4 G.S.F. :~02.4 G.S.F. wale: tleG: GARAGE GROSS AREA AREA 338.5 G.S.F. 3 I SCALE: 1/4'K'-0' TO~T~AL 1ST FL rvis SG,S. F. 40 9-G G.S.F. O THERMOSTAT i4oG.S.F. I MFR-~F_NCY I I,HT AS IMIr'• 12 KU 94 , SEryMW FLOOR GROSS AREA: ~1012.9~G.S.F. TOTAL 1ST & FLOOR: 3 ~12.9 G.S.F. 8 COMPJTER 53.8 -GS. F. ® SMLKF F I- TF CTR °''e°3nD no.: i cEl RUHOLAR ALARM DbX (9) 'ALTER ~ 2 4{0 A I .1 G 'I i II OMTFLrTION DOQ.FENf DATE 12/20/94 i f FEVISIDMS DATE 1 PFELIMIMARY 194 ixB FASCIA wl COM. RIDGE VENT (TYP.) 1x8 FASCIA vl 2 S- 6 15 1x3 TRIM (TYP.) 12' 0 LOUVRE (TYP.) 1x3 TRIM (TYP.) CC T- RIDGE VENT (TYP.) 3 4 12 5 r - l RIDGE VENT (TYP.) R' 6 i I 7 I 1 cuF ERS 8 1., LEADRES (TYPJ I i FLASHING I TYP J - 12 12 d .2ND FLOOR LEVEE H. R. 18T FLOOR LEVEL~ GRADE BEYOND a 1 I ITCH pZgpE ' I I PI T_ E I I aFTER3 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I LEADERS (TYP.) I I I I I I r MADE BEYQ\D I I 1 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 I I I I I I I I + I I I I I ~ . al - I I I I I 1-- ~ I r I I I i I I I I 1 I I I I I I ~ I I I I I I I I I I I 1 I I I I I I I I I I I I I I I ~ I I I I 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ' I I I NOR u H ELEVAT 000 1 SCALE: 114'=1'-0' II ILL AS!T EIL E V' A~ ~ oY V SCALE. 1/4'=1 -O" 1 36' WEATFERGLIARD w/18' WIDE VALLEY FLASHING (TYP.) ' RIDGE VENT (TYP.) 36' WEATHTF 12 W/18' WIDE FLASHING r yl RIDGE VENT GHQ ITl AS EL A # Q FLASHING - RUN 8' A Cc~IT ll9 7E T LP WALL (TYP.1 0--- 0 FLASHING - P 8' rl~.P WALL (T1P. ) FLASHING (TYP , BOX 4484 - 33 ANCHOR WAY GUTTERS 8 FLA' OAK BEACH ASSOC, NEW YORK 11702-4812 12 LIEADEAS (T1P.) 518-587-8048 FAX:518-881-8289 12 12 NCopyright 1J94 Ira Haspel project name 8 location: - - .2ND FLOOR LEV PROPOSED GAG S MC NNE amTl s a FOR LEADERS (TYP 1 JOHN A MARY LOU CULK i N 51 MRX. 1x4 ALLM. TRIM (TYP.) PEBBLE BEACH FA 1x6 CORKER EID.s. (T1'P.) EAST AMR ION, N. Y. ED &&wina title: PROPOSED 1ST FLOOR LE1~L iL ELEVATIONS - 6EYaB BEYaD - PITCH G9ADE i o Z LATTICE SWEE]J (T1P, 1 tar sap no.: im z LATTICE SMEEN (TYP.) i phase: MST ELEVAMN ~ I - - y CONSTRUCTION DOCUMENTS I - SCALE: 1/4'-1'-0' I seal &Awn by: Job no.: - ,iy~tiREn ~xc~i Im 73384 V `pP N 8~P ~~O scale: date: 4t AS NDTm 12 DEC 94 C %n' + y &SWI Q M.: &SOUTH ELLEVATMN SCN_E: 1/4'=1'-0' / 4ea 2' be ;o tta p4 A2 9 1 DOf6TRJOTION DOG..FfW DATE 12/20/94 # FEVISIM DATE CONT. RIDGE VENT HIII DIN3 CODE NOTES 713.2(x) %in entrance door R. RIDGE VENT All construction shall comply With: doors intended for min entrance door shall be at least 36' in width, Other 1 PF~LIMINPAY 12/15/94 aura intended for passage shell be at least 32' in Width. 2 ,.~s - I S I~~ 45 fors intended for passage shall not be less than 6'-a' in 9 2x12 RIDGE 2 RIDGE New York State lhlforn Fire Prevention and Building Code 713.2(b) Doors intended for height. ARTICLE n 714A(a) In addition to the might. 4 1 addition to the primary exit from a habitable apace, there r shall R-.D BATT' INSLL. (TYP. 1 Occupancy Brag Ai emergency use. all be provided in each space at least one opening for 5 ' a 714.1(c) Such openings shal aergency use. 6 ich openings shell have a minimum area of 4 s.f., With a 2-2x8 RIDGE Construction Class minimum dinerelim lnleam dimension of 18% With bottom of openings no higher 7 2-2x8 RIDGE Building Type New Sb than 3'-6' above f and no lees than 4 ion 3'-e' above finished floor in all above-grade stories, id no less than 4'-6' Where regal red In cellars. Table I-704 7t5A(a) Glazing In doors, lazing In doors, shaver doors and enclosures, and bathtub Minimum Fire-Resistance Requirements of Structural Elements doors and enclosur Fv,,,•« E1=ment Cunatructim Classification: or combined with o lore and enclosures, shall be eo sized, constructed, treated, . combined with other materials as to minimize effectively 51, we possibility of 15 or broke ke is possibility of Injury to persons in the event the glazing i crackedor broken. Floor c 715,1(b) Glazing in roars, lazing in doors, fixed side panels adjoining doors. and in Other structural elements interior partition except exterior and less ess of floor eve rterlor partitions where glazing extends to within 18' or mss of floor level. shall conform to the requirements of STUDY ` subdivision ) fire walls c of pane lss. permanent bdivislon (a) of this section; or, In lieu thereof in fixed No fire resistance rating Is required for roof structure. against accidental nnals. permanent construction shall be provided to guard lelnat accidental human Impact. 717.3(e)(2) Where fuel-burning sere fuel-burning heat-producing equipment is located at a level containing h. `v FLASHING lP WALL (TYP. ) Table III-704 3' or less from su Wel containing habitable space, the walls, floor and ceiling or less from such equipment shall have a fire resistance w Minimum Fire-Resistance Requirements of Structural Elements rating of at least sting of at least 3/4 hour and an interior finish providing least 10 minutes of fire protection to the combustible 12 v Structural Element Construction Classification- at least members. 10 minute: doo ;tubers. Where doors are provided for enclosed heater roams, 2-2x12 2 - SY'• rv Exterior: they shall mbeaself ey shell be self-closing and finished or covered on the side with noncombustible material. - a/3-2x /i~~~ FLJ% - 3 SY ti Bearing walls c Snide with noncoml JI3-2x/l,A~J,~FLU Nonbearing walls c 717.31e1(4) Floor-mormted fuel oar-mounted fuel-burning heat-producing equipment within e TECO /T1P. ) IECO /TIP. 1 R-30 BATT INSLL. (TIP. ) Panel and curtain walls garage locatedlbeli Party walls 2 combustibdiry gage located below grade, or within a below-grade space ~ening directly into a garage, shell be Installed on a nor 12 le platfoi ~mbustible platform not less than 16' above the floor. v BRIDGING i i Interior: 717.3(f)(1) Private garages in 2ND FLOOR LEVEL /L Fire walls 2 separated from othi ivate garages in or attached to a dwelling shell be ioersted Prom other spaces in the building by construction q -Q Bearing walls or partitions c having a fire-rest: ving a fire-resistance rating of at least 314 hour. Each 2X10 ® 16 O.C. I'-0. Partitions enclosing vertical openings coming in the sepi ening in the separation between the garage and other space the building shall be equipped with a self-closing door T'fP and corridors 3/4 in the building she Construction separating tenant spaces 314 having a fire-rest: wing a fire-resistance rating of at least 314 hour. oars in garages shell be of noncombustible materiel that 3-2x10 GER. Columns, beams. girders and trusses 717.31f1(2) Floors in garages lather than roof trusses) will net absorb fie 11 net absorb flammable liquids, 2x4 ®16' O.C. supporting more than one floor, or one floor VINYL BEAD PROVIDE 2 SPINDLES ' PER TREAD (TYP.) and a roof c Table II-717 0 supporting one floor or a roof c Opening Protective: ening Protectives for Interior Wall Openings t TYP. BOARD SOFFIT H.R. (TYP.) CABINETS NOT SHOWN J Floor construction including beams c Fire-resistance ral Roof construction including purllns. beams, re-resistance rating Fire-resistance rating and roof trusses c of wall of wall of protective i 2 hours or more 1 or 3/4 hour 2 hours or more 1 1/2 hours 1 or 3/4 hour 314 hour DINING ROOM FLASHING (TYP.) 6RE E 3 717.4(6) Concealed spaces w1 incealed spaces within wall. partition, floor, stair, attic. P ' i cc cornice construction, and around chimney, pipe and duct KITC3EJ BEYOND _ 711.1(a)(1) A dwelling unit snail cmtain (area one habitable space or cornice construc F0JS have a mini" mum floor area of 150 s.f. with a openings In such such c[ enings In such construction. shall be fire-stopped to event the passage of flame, smoke, fumes and hot gases. COLU-IJ (Tw.l = LINING ROOM /F BWT 2X8 C shall T' TO GALV. AHOUSE mini she excepts horizontal dimension of 10' . Other r habitable spaces prevent the pascal[ W/ e-stopvertical .C. .B. except kitchens, shall have a minimum floor area of 80 s. T. 717.4(c)(1) Concealed w/3 D hassled vertical spaces in walls and partitions shall be i, H.R. (T1P.) STAIR BEYOND ® 8' O.C (TYP. ) With a minimum horizontal dimension of 7'. fire-stopped firestoppetl at ea[ re-stopped at each floor level and at the ceiling of the ipermost story, i. m TECO (TVP ) 711.1Ia1(2) Habitable space shall have a minimum height of 7'-6', uppermost story, in combustible materials form a part of the concealed space FLASHING (TYP.1 ~.m GA V 2%B CCA ® measured from finished floor to finisher ce111ng, ihtler a 717.4(°)121 be tueen~wrfeceeflr sloping roof the minimum height in at least 50% of the floor 16, O.C. area shell be 7'-6' and the area where the height is less concealed space she tween surface finish and base to which they are applied, the incealed space shall be filled with noncombustible materiel, 5/4' x6' than 5'-0' shall not be considered In computing required or be fire-stopped be fire-stopped so that no dimension of such concealed 4 CCA DECKING i 1ST FLOOR LEVI. /L floor area. space exceeds B' are -q- 711.2(a) Nor:habitable space shall be provided with light and ventll- 717.4(c)(3) Space between floor ice exceeds B' vertically or 20' horizontally. lace between floor joists with ceilings attached directly to 3-2x10 CCA GDR. 2x1C 2x10 ® lfi' O.C. ation adequate for the intended use of each space. Bathrooms the joists shall be ie joists shall be fire-stopped for the full depth of the fists at all points of support, under Supported walls and and toilet roams shall have provisions for privacy, joists at all point ~rttions having a required fire-resistance rating. and under 2x8 CCA 0 2x12 GDR. 16' O.C. 12 GDR 711.2(b) Bathrooms, toilet rooms, kltchereettee, corridors and recres- Perttion having a Lion rooms shall have a mini" height of 7'-0'. all partitions sepe 1 partitions separating dwelling units. ncealed spaces in stairs shall be fire-stopped so as not to TECO (TYP.) 3-2x8 CCA GDR. 712.1(a)(1) Habitable space. The amount of light shall be equivalent to 717.4(c)(4) Concealed spaces it that transmitted through clear glass equal in area to not less communicate at the ~mmunicate at the top and bottom of the stairs with concealed 2x8 CCA BAND than 8% of the floor area of the space. space irr the floor ice in the floor construction. least one single-station smoke-detecting alarm device. 6gQLT TO USE PROVIDE 2 SPINDLES w/} GALV. VIBE B. 712.SIb)IS) Natural ventilation area equal to net less than 4% of the 717.5 At least one single total floor area of each habitable space. Installed in cunfor istalled in conformity With section 1060.10 of this code, 8' O.C. (TYP. PER TREAD (TYP.1 712.2(b)I11 Operable areas shall not be less than it s.f. for bathrooms shell be provided a or toilet rooms and not less then 3 s.f, for kitchenettes. level and shall be all be provided adjacent to sleeping spaces on each floor v.1 and shall be Imated an or near the ceiling. 713.IIb1111 Minimum wltlth for treads shell be 9' plus 1 118' nosing. 720.1 Outdoor swimming p[ indoor swimming pools shall be provided with an enclosure ?x12 CCA STRINGER BA BASEMENT 5l4' x6 713.1(b)(4) Treads shall be level and uniform in width with no variation which shall comply = r CCA DECKING exceeding 118' In any one run of stairs. dch shall comply with pert 720 of this code. ul 1 CIIJIEFYc? IN STAIR i i I r 713.1Ic1(1) Maalexal height for risers shell be 81' except for folding ERi1D.F 7 BEYOND (TYP.) 2X12 CCA STRINGER stairs. exterior stairs to basements, or other stairs w/ 1 CENTERED IN STAIR intended for occasional use only, which shall be 9', Table I-B03 Loads for One- and I as for One- and Two-family Dwellings B' CONC. PIER w/ (TYP ) 713,1(c)(2) There shall be no variation exceeding 118' in the height of Lhiformly Distributed Concentrated B'xl6' GONG. FTG. (TYP.) GTL. COL. risers in any one run of stairs, gccu:encv L. COL. 8' CONC. PIER WI 713.1(4) Widths of stairs shall not be less Ulan 2'-8' clear; except First floor c,,ngv Live Load Yosfi Loads Ilbs i rst floor 40 w/2'x2'xl' X1 8'x16' CONC. FTG. (TIP.) that stairs to a cellar or attic shalll not be less than 2'-6' Other floors -IG (TYP ) clear, between handrails or handrail and opposite wall. Attics: her floors 30 tics: CDNC. FTG. (TYP.) 713.1(e) The minimum clear headroom over any portion of a fixed stair Accessible by stai ccessible by stair: shall not be less than 6'-6' massacred vertically from the • ceiling height 4'- surface of a tread; a 6'-4' minimum over stairs from a second less than 4'-6' ailing height 4'-6' or more 30 ass than 4'-6' 20 150 story to a third story, or over stairs to a cellar, Accessible by scut ccessible by scuttle 20 150 naccesslble: 10 713.1(f)11) Stairs of more than 3 risers shall have at least one railing Inaccessible: on one side. Railings shall be provided on open sides of stair. Roofs as promenades ofs as promenades 30 713.SIf)131 Landings or platforms more than 18' above the adjacent floor Other roofs her roofs 200 rages for pasenger cars so 2,000 or grade level shell be provided With railings Garages for pasenge 713.1(f)(4) Top surfaces of handrails and railings shall not be less than 30' nor more than 36' in height above the floor or tread. 11 comply with Article 9 of the Unified Code. 713AM(5) Clearance between handrail and supporting wall shall not be " Plumbing shall comply with Ar less then lj'. mr WAG Installation shall cowl Q SECT ii (DIN Q°/n Stich shall comply with Article SO of the Unified Code. _ (SEE SECTION B FOR MISSING INFORMATION) OFMATION) as Electrical installation shall nstallotion shall comply with Article 11 of the thlfietl Code. TYPICAL ROOF CONSTRETION 2x10 RIDGE P RA HQSpEL A §A - L4UiF HJ1'NLI Sl11VV~CJ - 15# ROOF FELT - 3' COX GFFATHING ARCHITECT - 2x8 ROOF RAFTERS 0 16' O.C. - 2x8 CEILING DNS. G 16' O.C. 0 0 - 2x6 Cg1AR TIES 0 32' O.C. BOX 4464 - 33 ANCHOR WAY - 5/8' TYPE 'X' GYP. DD. ON WALLS 8 0.G. OAK BEACH ASSOC, NEW YORK 11702-4612 12 516-587-8046 FAX:516-681-8269 ATTIC Copyrignt 1994 Ira Haspel 2x8 ® 16' 0. C. (TYP.) project name & location: TYPICAL EAVE COVSTRUCTION PROPOSED RES Q DENC E 1x8 FASCIA n rtBOARD - 3- 2N'b FOR ALLMINILM GJTTE9S - 3-2xXB GDR. (TYP.1 VINYL SOFFIT w/ - TEOC (TYP.) ~ 2-2x12 1-M . 2' CONT. SOFFIT SCREEN - PROVIDE 3/4' REVEAL TYPICAL WALL CONSTRUCTION TYP. - SIDING PEBBL 1E BEACH FARE - 112' COX PLYWOOD SFEATHING - 2x4 0 16' O.C. EAST u~Yhll 9ON, N. Y. - 5/8' TYPE 'X' GYP. TA. - 2-2x4 TOP PLATE drawing title: GARAGE - 2x4 CCA SOLE PLATE i SECTIONS AND i NOTES OVFF4RAD GARAGE DOOR i tax pap no. '-T FLOOR LEVEL _ PITCH PITCH 1/8"/F7. DROP SLAB 1' 4 O.H.D. ppeea: a~,~~~~I~A E)P. JT. (TYP.) CONSTRUCTION 6Jr~Aa.r\1eY NTS TYPICAL SLAB CONsT-FLETION TYPI AI F ATION 00\ ICTION - 4' CONCRETE SLAB] seal drem hy: job W.: E)MEAIOR COATING - - 6x6-10/10 W.W.F. TFFPIITE SHIELD _ - 6 MIL. VAPOR BAFRRIER ED All KRGi 73394 x 8' AMtgR ROLT ®44 O.C. - LIFE OF GRADE - PROVIDE C.J. 400) S.F. MAX. ~v~,h' H scale: date: 8' CONC. FaM. WALL - - - - - - BEYOND (Typ- 95% COhPACTFD S0)IL w/N5 REBAR 0 12' O.C. VERT. - Ar PS M1FD 12 DEC 94 12' x 24' CONCRETE FOOTING - w/ 3- #5 RFBARS CONTIN.CJS - OEMi ~ ~I~~ C C a°c 7 droving na.: STEPPED FOOTING (TYP.) uV lLJ = 1'-0' 96 {°Ip A 3. 1 t 04 i pCON~~STRICTION DOa.KW DAIS 12/20/94 i 2x12 RIDGE DGE 0 EPISIDS DATE TYPICAL ROOF DCNSTRMION Carl. RIDE VENT (TA IDGE VENT ITYP.1 1 fY .,]LV1'LLIMINNiY 12/15/94 240# ASPFVil_T SHINGLES Zzf aAgog TmJT _ 2 As- S 5 F COX 9-EATHIr'13 - ? n u u n n u u n u u n u u o f u u u u u u n n u u n u n n u u u u u II II II II II II II II II II II II II II II II II II II II II II II II II II 3 4 2X12 ROOF RAFTERS 0 16' O.C. - II II II II II II II II II II II II II 5 2X8 COLLAR TIES 0 32' O.C. - 6 2X10 CEILING ERAS. 0 16' O.C. - R-30 FIBERGLASS INS[JATION - 7 1/2' GYPSLH WALLBOARD - 1'-0' 0 LOUVRE .r TYPICAL TYPICAL WALL C0,1STRUCTILIV 1F 4 `I 4 At `Ib" O. t+. n; - EXTERIOR SIDIN.^G D, - AIR INFILTRATION BARRIER R' li Vi - 2x4 0 16' O.C. - - 2-2x4 TOP PLATE - 2x4 SOLE PLATE I i~ ~ I I I i, BEDROOM #2 C BA OOM EbR OM 1 2ND FLOOR LEVEL 1 2x10 0 16' 0. C. TECO (TYP.) 2x10 ® 16' D.C. TYPICAL WALL CONSTRUCTION 3 - 1 3/4' x 9 1/4' - EXTERIOR SIDING LVL FLUSH GDR. 2-2x12 2-2x12 - AIR INFILTRATION BARRIER \ - 1/2' CDX PLYWOOD SFFATHING KI H N p - 2x6 9 16' O.C. - R-19 FIBERGLASS INSLIATION CAB. r TOP CABINETS - VAPOR BARRIER C_ TYPICAL FLOOR CCYJSTRUCTIIXJ - 1/2' GYPSUM WAU-BOARD 3/4' T80 COX SL13FLOOR - CL. MASTER MASTER BEDROOM \ - 2-2x6 TOP PLATE P G_L1E 8 NAIL - 2x6 SOLE PLATE 2x10 JOISTS 0 16' O.C. - Y R-30 FIBERGLASS INSULATION - F FFM 2x10 RAND - w/BAcaTETO m , CAB, 0T FLODN LEVEL_ I V` 2x10 0 16' O.C. 2x10 M ifi' D.C. 2x16 0 16' 0 C. va . e WIHgpvj i~ BRIDGING (TYP.) 3 - 2x10 CCA COB. 3 - 2x1b CCA GDR. to c ~Ia) CrYp,) STAIR SPINDLES NOT 94M OVIDE 2 PER TREAD N.R. ITYP.I Y TYPICAL FCUDATION CONSTRUCTION - EXTERIOR COATING - TERMITE SHIELD f~' m BASEMENT I' . - ;'xB' AND-CR BOLT 0 4e3 O.C. - 8' CONC. FOUND. WALL 31' STL. COL. f w/2'x2'xi' w/#5 RERAR ® 12' O.C. VERT. - 12' x 24' CONCRETE FOOTING I W/ 3- #5 REPARS CONTINUOUS Ems. JT. (TYP.) CONC. FIG. (TYP. ) i Y MA wwsPEL w o 691 TYPICAL SLAB CONSTRUCTION - 4' CONCRETE SLAB - 6x6-10/10 W.W.F. ARC H # TECT = p - 6 MIL. VAPOR BARRIER SEC ON B-S - PROVIDE C.J. 400 S.F. MAX. GYPSIM WALLBOARD o - 2' PORIME~ INSULATION BOX 4464 - 33 ANCHOR WAY 0SCALE: 3l8' _0' - 95% OIOMPACTED OIL 1. Regular Wallboard: provide Type III, Grade R, Class 1, 1/2' thick, except as may be shown otherwise on the drawings. OAK BEACH ASSOC, NEW YORK 11702-4612 2. Fire-retardant Wallboard: provide Type III, Grade X, Cllass 1, 5/8' thick. 516-587-8046 FAX:516-661-8269 3. Water-resistant Wallboard: provide Type VII, Grade W or X as required, Class 2, 1/2' thick, except as may be shown otherwise on drawing. 4. Corner Beads: provide angle shapes with wings not less than Ii' wide, CopyrigYlt 2994 Ira Haspel , BCHITECTUi6L SPECIFICATIONS 11. Do not scale drawings. Written dimensions supercede scaled dimensions. CAS ions. CAST IN PLACE CU49ETE and perforated for nailing and joint treatment. 'i 12. Drawings and specifications as instruments of service are and shall 11 5. All work to be formed, level, true, and plumb. project name 8 location: 1. The work consists, in general, of site preparation and construction of remain the property of the architect whether the project for which 1. the concrete and wood frame residential building shown on the drawings they are made is executed or not. They are not to be used on any other 1. Provide cast-in-place concrete, including formwork and reinforcement, Y1 and as described in these specifications. projects or extensions to this project, except by agreement in writing Cher as required to complete construction shown on the drawings and as MOIST.FE PROTECTION iting specified herein. PROPOSED REST ENCE 2. Role of the Architect: and with appropriate compensation to the Architect. 2. 2. Comply with ACI 301, 'Specifications for Structural Concrete for 1. Flash all openings in exterior walls. The Architect was retained by the Owner: Buidings', except as modified herein. 2. Caulk all openings and joints in exterior walls with Tremco 'Mono' FOR A. To prepare sufficient drawings and specifications for review by SOIL BEARING 3. govermental agencies having jurisdiction. 3. Provide transit-mix concrete complying with A" 094. Compressive (color as directed). strengths to be 3000 PSI at 28 days. 3. Roof shingles shall be 240# fiberglass as selected by architect. JOHN A WRY LOU CltlL N B. To provide additional consulting services during the construction phase 1. Foundation design is based on presumptive bearing capacity of two (2) 4. (2) 4. Provide reinforcement of types shown on the drawings, and comply with 4. Flat roofs shall he covered with 60 mil E.P.D.M roofing installed in of the work. tons per square foot. Sub-surface material is presumed to be well ASTM 615, grade 40, unless otherwise indicated. accord with manufacturer's specifications. PEBBLE BEACH FAR ~~~T~~~RAL drained sand and gravel. If conditions vary, or if soil bearing 5. 5. Consolidate concrete in accordance with ACE 309. EAST OP98ARMN, N.Y. GEC NOTES reports indicate lower bearing capacity, notify Architect immediately 6• rely 6. Provide concrete that is dense and free from honeycomb and other STEIrn aAL STEEL defects. 1. Contractor shall obtain all required approvals, permits, certificates prior to processing. 7 7. Leave slab surfaces that are free from trowel marks, uniform in I. Provide structural steel where shown on drawings, as specified NmYlna title: of occupancy, inspection approval, etc. for work performed from S-CRING appearance, with a surface plane tolerance not exceeding 1/8' in 10'0' herein, and as needed for a complete and proper installation. agencies having jurisdiction thereof. when tested with a SO' straightedge. 2. Except, as may he directed otherwise on the drawings, comply with SECTION 8 2. All work to be done in conformity with N.Y. State Building Codes, all 1. Provide shoring design, and provide shoring at excawations and 6. 8. Concrete for slabs and footings to be a minimum of 3000 PSI AISC 'Specifications for Design, Fabrication, and Erection of AND NOTES local codes, and National Electrical Code, latest edition. elsewhere as required to protect workmen, materials, other properties, 3. Contractor to verify all dimensions prior to starting work. Contractor and the public. ties, compressive strength at 28 days. Temperature is to be 45 degrees F. Structural Steel for Buildings', and Steel Joist Institute Standards. for five days after pour or submit plans for protecting concrete. 3. Submit complete shop drawings to the Owner for review by the owner's 9. Place wire mesh conforming to ASTM A185 (6x6-10x10) lapped 6' side and Structural Engineer and Architect, I~ to notify Architect immediately of any discrepancies. 2. The contractor is solely responsible for the means and methods of 9. 4. All materials to be used on this project shall be installed in strict construction, and for the sequences and procedures to be used. ends securely tied together. 4. All steel shall meet ASTM A501. All steel shall receive one shop conformity with the manufacturers recommended specifications for 10. 10. Place concrete on undisturbed soil with 4' porous fill, or compacted coat of red oxide paint. sail with 4' porous fill. Fill excess cuts with concrete. Remove 5. Steel supplier/fabricator shall furnish anchor bolts, misc. straps and t9M map no.: installation of their product. EXCAVATING. BAqKFILLING AND GWIN3 5. Contractor shall maintain coverage for all insurances, bonds, etc. as foreign matter and avoid segregation as much as possible. Footings anchors, and steel lintels to mason, foundation and or carpentry required by law and by the owner. 1. Excavate, backfill, compact and grade the site to tMe elevations shown shown shall have a minimum of 4'0' cover. contractors for incorporation into their work. 6. The contractor shall provide all safeguards as required to preclude on the drawings, and as needed to meet construction required by the 11. is li. Slabs that are 4' thick will receive a 6 mil vapor harrier and 6. Grout for bearing plates: 'Embeco' or equal. phmse: injury to owners and contractors personnel, and to all other persons other contract documents. steel trowel finish. Slabs that are 2' thick will receive a 4 mil 7. Fabricate and erect in strict accordance with the shop drawings, as CONSTRUCTION DOCIAENTS at the construction site. 2. In addition to complying with the requirements of governmental 7. Contractors shall exercise good judgement to minimize damage to agencies having jurisdiction, comply with the directions of the Soil vapor barrier and wood float finish, approved by,the Owner's Structural Engineer, with the referenced adjacent properties. All areas damaged due to new construction shall Engineer or Architect. Al standards, and with pertinent requirements of governmental agencies. ROU(aN CARPENTRY 8. Steel design based on 30,000 psi allowable Fb for all steel seal Nam by: I job no.: be restored to their original condition. 3. Provide backfill material approved by the Soil Engineer or Architect. pct, joists, 24,000 psi for rolled sections and 22,000 for all others. 4~ viT? C& K% 73384 8. Each trade shall familiarize themselves with the intent of these plans 4. If existing utilities are found to interfere with the permanent 1. 1. All wood to he in contact with masonry, is to be pressure treated CCA. and coordinate their work with other trades. facilities being constructed under this section, immediately notify 2. 9. If, in the course of construction, a condition exists which disagrees the owner and secure his instructions. =y 2. All framing timber and dimensional lumber to be Douglas fir, with a minimum of 1500 PSI in extreme fiber stress in bending. - stele; ante: with that as indicated on the plans, the contractor shall stop and 3. 3. All bolts, clips, and nails to be hot dipped galvanized. Nail per THE FOLLOWING PLAM6 AID SPECIFICATIONS, TO THE BEST OF MY KNOWLEDGE, ha As w1En 12 DEC 94 notify the architect. Should he fail to follow this procedure, and N.Y. State Nailing schedule, BELIEF, ~ AND PROFESSIONAL JLDBENENAND T, ARE I WITH TW, N.Y.S. Erasing W.: continue with the work, he shall assume all responsibility and 4. 4. Openings marked R.O. on plans are actual Rough Opening sizes. C014SEFNATION DONSTRJCTION CODE, I ION liability arising therefrom. 10. All work and material shall be guaranteed for a period of one (1) year 8 BUILDING CODE, LATEST EDITION. A from date of acceptance by owner. I AI 2 KJ A3 2 o-' IS'O' 35'-9' - STEPPED FTG. (TYP.) . 5'-B' REVISIONS CCNSTRONSION DOD-MM DATE 12120/94 t DATE CCA STRINGER I 2X12 8' CONC. PIER I__ THE SK L E 1 PFIELIMINATY 12/15/94 -----I----------p , ,I 2 s- gWl. II I - m v/8'x16' CONC, FTG. -_I____ 3 t I 2x8 CCA BAND I 4------------ 4 B' I 14'-4' 1 BOLT 9'-I tit' IB'-I ® 8o FIND. 4/2-'- _ -1_ --------------~I 5 1 6 7 1 I 1 I _ l4' CCA r4• CCA BATA SIIE DATA ~CKING _ EC7(hNC, N 75° 57' OB' E 100.50, n I 919 5 ADDFESS: 2 20 28 0 7 7 EAST MARR LOT. NO 5 - pEB3E E) A(}i FARM EAST MARION - TM OF SOJTHOLD. N.Y. I m I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I I 1 I ' r LOT NI.IOEEF LOT N-HELMS REFER TO 1 1 8' CONC. FW. WALL I 11 1 m 1 'MAP OF PE 'MAP OF PEBEFE BEACH FARv V/ 2'x1' CONC. I A, i FIELD IN I II OFFICE AS FIELD IN TTE S1_VTaX CO NTY OLFA(S OFFICE AS MAP NO.' 6266 DATED FEB. 10 1985. FTG, (TYP.) I 1 II I ' I I 66k UI U 1 Y 1 INTIENOFD L INTIENUM USE OF PRORTE Y: RESIDENTIAL I I I I a ui I I I I f0I~ ~ N SINGLE FAMILY LNEXCAVATED ip ~ ' ~ l i I z 1 I I CIS I I II m 1 ® ~I SITE PFEA: SITE AFEA: 24,116 S.F. OR 0.55 ACHES 4' CONC. SLAB LOV-0 w/6x6-10/10 W.W.M, 0 - ~I I' 1 LL ' - I I I I r__ _ ~ 1 I I NI . IJ, 1 , i I I BUILDING F( EBDROSED BUILDING FOOTPRINT V Q° U I I 'I I LOT 0DVFRA( LOT COVTAAGE 1877.2 S.F, f B'-0 3/4' 3'-47 -7 1/4' b' ° I ' , I FIRST FLOOF FIRST FLOOR GROSS ryyA 7.7 % ^ 1540.9 S.F. I cg'- 1 II $ m 1 FIRST FLOCf FIRST FLOOR DECK AREA 336 a I ' R I ~FRO^M^' SEID SEC" FLOOR G90SS AFEA '3 S.F. ~FRO^M^' SETBACK 1051012.9 r. I I I I I <2x8 A m I ' < , FEAR SETBAC FEAR SETBACK .93 F FT. BM POCKET (TVP.A)' .f _ 9 0 16' O.C.' II 11 I b' x1PEe9 SIDE SETBAC SIDE SETBACK 115.51 FT. I -I - G-' ' 3-2x10 CCA 0,7R. I I ~t-Aw plw1, , i SIDE SETBAC SIDE SETBA(X 15.16 FT, 20.0 FT. 3-2x10 CCA 0]R. - - - - - - - - - - - - - - - - - - - - - - q m I 31 m .1 r II 1' / 31STL COL. a li ' ScpllL 1 I- I I w/2'x2'xl' -t-gy,Y IL _ N 'it~4 L cc CCMC. F TG. (T`rP. )1 m I / 9.0 (,N) I - ' I LOT NO. 4 , - F1 ' I ~ -7 III I 4''"0' 9'-0 M.R.O. FLLE ALM FLOOR JTSFLUyE AL( . TO CA I"+ 1TS. TO QHIK'IFY ABOVE. I 15'-0' I y 11 i 3-2x10 CCA GDB.~ I - o 5/8' I, a NNNLLL _i_ S6k 5/8' TYPE 'X'- r~UF u1' catEravn7rtrl_ I' _001 F1NATi0N aYLLSiq A^Ti QXE -NQMPAFJ_ /J914 I cLG GYP. CYO. ~TMI ON MSEIBAO.C ~i /814.2(c) 5' 0 I i 'q I 16'"0 , 1 o All building elemen 5' OF BOILER I SF I 1 PORC1i capable of bsorbin building elements that contain materials which are ble of absorbing moisture shall be protected by a I k j i i ~ L~ h ly l0 tC~ jl vapor retarder ]oca r retarder located on the winter warm side of the ' I I U ~I O r r-_-- ~ I I I ~ 1 6~ ACX insulation. ]atlon. r-~I}~ U I m 1 I I' i-J .°al r 1 7814.21d) I I OI~ I a I NI I [~I to I I Insulation shall be lation shall be installed in a manner that provides 75 1 u~ c I 1 11 PR('POSID 2 SLOFd' I rantlnuity of Insula I J I 1 , ~C 1 w nand joists, and cor rusty of insulation at plate lines, sill lines, joists, and corners t I Flo l m i I DBL. FDR. fl TAA4,t'-95 BOILER F. A. I.- ~ :LEA F.A.I. 1 ' FECID&M 1 e I I i - - - - - - - - - - - - - - - - - - - O ILEA I 1 l u /814 21h1 I HH ' - I = - Mintlavs shall have a _ _ _ _ _ _ _ 1 1 0 37 clm per linear f1 vs shall have air infiltration rates not exceeding fm per linear foot of operable sash crack and 3 1 1 e doors shall have air ti shall have air infiltration rates not exceeding I I ~l~rp-2' 1 ~ 5 rfn Per square for 1 per square foot of door area I V c9i AU7 , SE B ' 1 1 'I to 7814.2111 IS -0 I 191-11 71-9 12' 1 I I I All joints and opener 7'-I 12' 81 51-8' Ants and openings in building envelope systems 1 i ln those aroun 'I vales s and roof/ceieilin ling those around windows and door frames, between and roof/ceilings, between walls and floors or I 9 -2n1~ '.J. e IU D.~ I 19,_7 'I wal Z 1 1 foundations, between Lions, between wall panels, at utility service V I o 514• CCA I 1 I 1 penetrations, and bet 8• CONC. CONC. PISA, ~Uons, and between dissimilar materials mall be [Olio 8' ,p. - ~a -1- mac. I 1 caulked, gasketed, w, N/8'%16 ' pEgCIIJG > , I I gasketed, weatherstripped, or otherwise sealed I I. FTO (TYP. - 2x10 CDR. 7819 2(1) 3_ I_ - _C - CA - - rF-I I 1 , 1 _ _ _ I _ An air Infiltration be _ - - - a ventilated siding ma infiltration barrier shall be installed wherever lated siding material is installed or the siding - - - installation technique at Ion technique necessitates a loose-fitting - - - - - 2x12 CC I 2x12 CCA application tion STRINGER (TVP.) 1 ' ~ I9 i 7814 11 All I„A•-' equipment shat equipment shall meet the efficiency requirements 3'-7 IR' 00jBL= .EMENT pL QN I I- 'I I snuvn in Table 5-3 i Table 5-3 7'-0 I/B' 7'-6 I/B' 11 1 I~ I 1 7814 151a) I 1I Insulation with a minim I on with a minimum thickness of no less Lhar 1#' shall be Installed on a Pepin •o.ated outside Installed on any space heating distribution ated outside of a conditioned space : 1/4'=1'-0' Q 1 ' I I I 1814 lblul m lnsula.i on vlth a minims m w th a minimum thickness of no less than 314' slag be lnstallea 1 be instal lea on any sae ca water CUl 1 - I 1 CULKIN RESIDENCE diSLribuhun plping that 1 diameter l"n Piping that is greater r than ter in rI~M I15~2Lt-~ 5/'x'11 EAE EAST MARION, N Y LOT N0. 5 I NYS ENERGY CONSERVATION CONSTRUCTION CODE ^z ROOF 4' T}RU ROOF NYE I = QWCW II LSC11 PAR PART 5 -7814 i 1 BUII I BUILDING DESIGN BY ACCEPTABLE PRACTICE I DATE DECEMBER 20, 1994 r-----r-----r---1 DAT FOSSIL FUEL I 1 OX 4464 - 33 AWHM WAY 1} I 1} I 1i I I BU1L BUILDING COMPONENT R-VALUE U-VALUF MIN CODE I 1 FOAKBEACH ~L-~ n r11691SE n naA ASSOC. NEW YORK 11702-4812 2' i E%TI 516-587-8046 FAX-516-661-8268 EXTERIOR WALL L-- L 84. T7' I I I 3' OUT OUTSIDE AIR FILM 017 588 Copyright Y994 Ira Haspel I I SIDII SIDING 087 115 1}' TRAP I AIR1 AIR INFILTRATION BARR NEGL. ERR 12"SHEATHING 062 1.61 //n4\1 project name 8 location: B 112" 2ND FLOOR I FIBEI FIBERGLASS GATT INSU 1900 005 1 'TRAP 3' TRAP VAR( VAPOR BARRIER 0.06 16.67 TC~l 0'-0' PROPOSED RESWENCE 3• I 3' GYP: GYPSU M BOARD 0.45 221 C. 0. INSIC INSIDE AIR FILM 0 68 1.47 FOR Il}' Ii}' i1}• I I1}' ii}• Il}' - - 1i=,' TOTAL. 21.85 0 046 18 00 JOHN 8, AMR Y P LL tS U CUtLW I N I I I z l i I I I GLAZ GLAZING MATERIAL ELECTRICAL LEE TR I CAL LEGEND PEBBLE BEACH FA TRAP I I I I ANDE ANDERSEN WINDOWS 310 032 592.60 N11E NyyE EAST Kr IO N, N. V. 3' I Oak] ENTR' ENTRY DOORS 3 00 0.33 41.00 (9) JUNCTION BOX SURFACE MOUNTED LIGHT 1} MAP I WASFEA 1}. 7PPp 1}' TRAP ANDS ANDERSEN FRENCHWO 3.40 029 210.28 dravind title: 1ST FLOOR i1,9 I DW 69 SWITCH EX 17 TOTAL: 9.5 0105 1.7 NM E EXIT LIGHT FOUNDATION PLAN I F.A.I. - 3 TRAP 3' 71 1~q 3• 3' TRAP I ROOF ROOF / CEILING MATERIAL 9p 3 WAY SWITCH -(q} * RECESSED CEILING LIGHT SITE PLAN C.0.1 C. 0. OUTSI OUTSIDE AIR FILM 017 5.88 .rfs DIMMER SWITCH ASPHALT SHINGLES 087 115 Y ASPHA 5-(~ WALL MOUNTED LIGHT RISER DIAGRAM AIR INI AIR INFILTRATION BARR NEGL ERR DUPLEX OUTLET 0 1/2" SI- 1/2" SHEATHING 063 159 FIBERGLASS BAIT INSU 30.00 003 5 OUADRAPLEX OUTLET -Q O WALL WASHER tell ¦V M.1 C. 0. I I C.O. FIBER( VAPOR BARRIER 006 1667 SANITARY - TI I VAPOF SEWER I 4' I GYPSU GYPSUM BOARD 0.45 222 -O SPOT LIGHT INSIDE INSIDE AIR FILM 068 147 SPECIAL PURPOSE OUTLET LET 7= LIGHT TRACK pbese:}~/~~~ ROUSE TRAP TOTAL 32,86 0 030 2146 50 EFI OUTLET BASEWNT ® FLUORESCENT FIXTURE CONSTRUCTION DOCUMENTS FLOOR FLOOR MATERIAL Mal - dram by: Jab w.: 8 OUTSIDE AIR FILM 017 5.88 TELEVISION FLUORESCENT STRIP LIGHT E» A~ AR u IS ER D 1 /NI~JRIfIM OUTSIC AIR INF IINFILTRATION BARR NEGL. ERR ti O W10 73384 0 ~Iy~ ~ N.T.S. FIBERG FIBERGLASS N TELEPHO E MATT INSU INSU 3000 0.03 ,07= COSMETIC STRIP H e ~~A ~.1.: ow: VAPOR 3/4" SUE VAPOR BARRIER 0.06 16.67 B THERMOSTAT 3/4"SUB-FLOOR 1 113 13 088 a P FINISH I FINISH FLOOR VARIES VARIES R~0 EMERGENCY LICi T AS NDU V DEC 94 INSIDE i INSIDE AIR FILM 0.68 1,47 © COMPUTER I tl r y drrvina w,: 3 ® SMOKE DETECTOR TOTAL: 32.04 0 031 3673.40 CE] BURGLAR ALARM BOX HQ ® METER e 1