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HomeMy WebLinkAbout22417-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No 2-23587 Date APRIL 4, 1995 THIS CERTIFIES that the building NEW DWELLING Location of Property 815 PARK AVENUE SOUTHOLD NY House No. Street Hamlet County Tax Map No. 1000 Section 56 Block 1 Lot 2.4 ' Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 12, 1994 pursuant to which Building Permit No. 22417-Z dated OCTOBER 28, 1994 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is A ONE STORY SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to KEVIN & ASCENSION KYLE (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL-RIO-94-0086 MARCH 29, 1995 UNDERWRITERS CERTIFICATE NO. N345350 MARCH 14, 1995 PLUMBERS CERTIFICATION DATED MARCH 30, 1995 HI-TECH PLUMBING INC. Building Inspect Rev. 1/81 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date 191t~. N® 22417 Z / E t i Permisslon Is hereby granted to: . ..mss... . ~~............x :../.~.~~s'.. to .G.Vvrx(o. i.........../.?..... ........sro~~,.......f%~..~ , !~~srY ..............1~, r`..........>.................r...........~......... I. fE . . f at premises located at h,........... l~G County Tax Map No. 1000 Section ....lf Block ..........(91........ Lot No. D... r pursuant to application dated f r . 19.....~...... and approved by the Building Inspector. S7Z { Fee S Building Inspector Rev. 6/30/80 1 Form No. 6 KTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 t J 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 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. • 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Cert/i/ftIcate of Occupancy - Residential $1c5y.00-, Commercial $15.00 / Date New Construction Old Or Pre-existing Building.. Location of Property.. . $`-5 A~:t 4>ilam.......... House No. ' Street/ Hamlet Onwer or Owners of Property.-Kevio g A~Ce~jl[}tlJ KYLES e•I. _ gak .4 County Tax Map No 1000, Section....) 0 .....Block... : .11 .Lot.. Subdivision.. L a~f~~„ YY %Zr// J 'r . P Filed ~`7 MaP• ~ Lot.. Permit No .Date Of Permit. .101M/7N .,Applicant.. ~T Health Dept. Approval... ...,,,,Underwriters Approval. 3!~'S,v'..~.~ Planning Board Approval Request for: Temporary Certificate........ 77 Final Certicate., Fee Submitted: $ glak ;*0P)~AW ADn? n Town Hall, 53095 Main Road .i d ? J Fax (516) 765-1823 P. O. Box 1179 Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No. Z, j Owner: kekito'-t&SCI?IUSCC1AJ l~-~A (p~ lease print) Plumber: t -Tee f i-y44 (please p tint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. A Ltc 13 (Plum ers S' nature) Sworn to before me this 19 day of GA tary Public, L County EL BETH L. O'NEILL N ARY PUBLIC NO: 4878041, O ALiFII:D IN N.Y. STATE CO:'-11; OF Sl)FFOLK COMMISSION EXPIRES °z~a3~97 COi`fMENT° J17DATZON '~(1 s t) ~ 01 INDATIOtf c~ (2nd) - y 'GH FRAME :.-FLUMBING a I) Z UL.ATI077 PER N. Y, II y a STATE ENERGY CODE _ II lom y._ •FINAL I ADDITIONAL CO1q tEIITS: cn I~ ' H a H i o ~ 4 } b • r ~ Zs.:1.ri.•'Y..=YAVSe?.+.,:a:.ri..; a•....i iv'.i'A•.:l.-.. . T ~ H .+RK~s1M Q Q ~,5~d.gSW-r„rTMt~ ,+fi~E!' 4++~~y~f~y~,d+,+,~1~ 11"y" `O (Y') 'v w' ( Fo 1 N n 3 m c 2 $ ti <Ia N 4' 0) < T C7 fy` M --I o 3r 7711 ~7 4 WrJh~~ {~yjb b ~ t 'n .p ~liT j~ G~5 , ~v~~ +AIWT trTr^' f v a r t y 1~ ! 1 i nC ~ e ~ ,y .f a S4 p s3~ } _ V Y+a ~ s+ ~ ryid ,ro-~t6t¢ ~ t~ 4 ~ R ~4: ~,C 2dr'fs+<'~S 6 _ s ~ v i vSC'o .~2_,[w~~`W ~~.DK.ke:`~`°~'s~..i}awWYYx'taP.~~~~`.~~.'IG''c?1,~wiz i..n ~•~s.. >,n}',., nC.u.ax ~kb~ tl. _..~i e.. n~ JEROLD AXELROD & ASSOCIATES, A.I.A., P.C. ARCHITECTS/PLANNERS NCARB 8848 NY 8735 NJ 5276 66 HARNED RD. CONN 4877 FLA 5106 MD 3896 COMMACK, N.Y. 11725 MA 6089 KY 4181 TEL: (516) 664-4411 JEROLD L. AXELROD FAX: (516) 864-3387 GLEN CHERVENY MICHAEL SCHNURR JANET HOONE, ADMIN. ASST. April 3, 1995 Town of Southold Town Hall Main Road P.O. Box 1179 = P'7. Southold, N. Y. 11971 RE: South Bay Construction "Cumberland" Model @ 815 South Park Ave, Southold, New York To whom it may concern: In lieu of the 3 1/2"x 117/8" Microlam header @ the breakfast room ceiling, the following may be used as a substitute: A 3 1/2"x 9 1/2" Microlam header with (1) 2"x 10" ceiling beam nailed to the microlam. Nails to be staggered top & bottom, no more than V-0" o.c.. Entire header to be supported on each end- minimum (3) 2"x 4" wood posts each end. Thank you. Sincerely Michael Schnurr Project Manager ty ~P V M-1802 ?L~ lri~ BUILDING DE . / 1 NSPECTI [ ] FOUNDATION 1ST [ ] ROUGH PL G. Ise [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: ~t s Ez& _ W DATE / INSPECTOR 1-7 765-1802 ~ BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ J FINAL REMARKS: i DATE y INSPECTOR j f a M-1802 BUILDING DEPT. 1 NSPE&ION [ ] FOUNDATION 1ST ( ] ROU PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL i i REMA S: i r t f i 12 04 E , I i 4 f DATE_/~Jj INSPECTO i I I\ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL REMARKS: i _ zi- r f DATE INSPECTO i THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1015026 BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date MARCH 14,1995 Application No. onfile 87189395/95 N 345350 THIS CERTIFIES THAT only-0e glectripal equipment as, described below and introduced by the applicant named on the above application number in the premises of SOUTHSAY CONSTRUCTI~OOrIN, PARK ryyAIVIENUE, SOUTHOLD, N.Y', ~7 inthefollowinglocation; [N Basement ~J' lst Fl. ? 2nd Fl. GAR/ATTIC/OUT Section56 Block` Lot 14 wasexaminedon MARCH 10,1995 andfound to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER 11 AMi K. W. AMT. K W. AMT. K W. AMT K. W. AMT. H. P. 20 37 27 20 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS pMT WATiS AMT. K. W. OIL H. P. GAS H. P. AMT NO. A. W. G. AMT. AMP. AMT AMPS. TRANS. AMT, H, P NO. OF FEET 1 F 3 - - 1 SERVICE DISCONNECT ND* OF S E R V 1 C E MAT. AMP, ME METER 10 ]V/ l ,a DW ] % ]W 6,e AW NO OF CC. COND. A. W. G. NO OF HI-LEG A. W. G NO.OF NEVTRAlS A. W. G. EQUIP. PER % OF CC. COND. OF HIAEG OF NEUIRAI 1 200 CB 1 x 1 2/0 1 ?./0 OTHER APPARATUS: JACUZZI-1 MOTORS:1-F H.P.,1-F H.P. € G.F.C,I:-3 SMOKE DETECTORi-1 l PEAK ELECTRIC SERVICE LIC.#712-E I 54 STRATLER DRIVE SHIRLEY, NY, 11967 GENERAL MANAGER 11. per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. E COPY FOR BUILDING D~fARTMENT. THIS COPY Or CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. ',If , U BOARO OF HEALTH FORM NO. 1 XJ SETS OF PLANS OCT 2 q TOWN OFSOUTHOLD r/ URVEY BUILDING DEPARTMENT CHECK TOWNktAtL ~jSEPTiC raga U5P'C (O SOUTHOLD, N.Y. 11971 / WiV01= SOUTti01 .i~ TEL.: 765-1802 NO IF'f < q ry I(Q J 7 CALL Examined .~d!p 19 MAIL TO: Approved ...~Icc9 19.l4e l 2'v~n_IS~f12 rmit No........ ~ av ~~~.t~qs Disapproved a/c Sou+hoIol, Y)t~ I )G l l (Bt g Inspector) APPLICATION FOR BUILDING PERMIT Date ..........:119... INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public stieet- 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 permi; 3hhall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance 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 or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name a corporation) S r+ a4~ h (Mailing address of applicant) r State whether applic t is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber o builder Name of owner of premises . , . 9i.. nc gnu (as on the ta. .x oll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. 9. 14T Plumber's License No. 7 . . Electrician's License No. . J..~1. , ~D • , , • , , Other Trade's License No. 1. Location of land on which proposed work well be done. Mfr .1 House Number Street Hamlet County Tax Map No. 00 Section Block ! Lot. I .J ~ Subdivision d y4A . !l r. Filed t.1ap No. g a?........ Lot .1Y (J (Name) _L State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ........)/ci t ctin t . JL Q~]4C b. Intended use and occupancy ...~7tA. U , . I 3. Repair Nature , of , , . , • work (check which aPPlicable): New Building , , , , , , • Addition Alteration I~ • • • • • • • • Removal , , Demolition . Othert• V` I 4. Estimated Cost ,ill $ Q(9 p 0 J (Description) Fee 5. If dwelling, (to be paid on filing this application) If number of dwelling units If garage, number of cars . Number of dwelling units on each floor , , , , , , , , , , . ............a . 6. If business, commercial or mixed occupancy, specify nature a pd extent ofeach type of use . . 7. Dimensions of existing structu • • • • Height •j ~i , Dimensions same structure tf es, if any: Front . , , ~rg, Rear . , . , Depth Number of Stories . , , ~ with alterations or additions: Front Rear . Depth . . Height . 8, Dimensions of entire new construction: Front . , , • ~j; , , , . , , RearNumber Stories , , Heig}tt Ap/?•: (a,`-1,a, Number of Stories .1 „ y• • .S Depth 9. Size of lot: Front . +.`l q: J . . . . Rear 9:Sa , Pa Depth .:t 1.......... 10. Date of Purchase 9Y, , • • , . , , , Name of Former Owner<1h•r sr l rQ~neina.b 1 12. 1. Zone or use district in which remises are situated . • Does construction violate any zoning law, ordinance or regulation: • • • • ~ • 13. Will lot be regraded rom premises: • • • • • . ' ' ' ' ' ' ' • • • • • • • • • • • , . • Will excess fill be removed from premises: yes N Name of Owner of premise .ns;Qv , I g, Address 7 Name of Architect ( Phone No. Address ~4,}•f4vvMa! ~t ~g,phone No..&6!1.:YY!f, S4te~{{ Name of Contracto au? (4.. Address ~.i 1,vo / p u~ ll,Q }.41A.4 No..0,&, 15.' Is this property within301} feet of al wetland? *If yes, Southold Town Trustees Permit may be required. o PLOT DIAGRAM Locate clearly and distinctly all,, buildings, whether existing or proposed, and, indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. I I ~I I!i i STATE OF NEW Y R OUNTY OF , S.S • , . • , {t`4.t t{ • , being duly sworn, deposes and says that he is the applicant (Name of indiv dual si 1 S contract) bove named. le is the..... (Contractor, agent, ct rporatc officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 1plication; that all statements contained in this application are true to the best of his knowledge and belief; and that the ork will be performed in the manner set forth in the application filed therewith. .vorn to before me this J a o-ar +•1~• ......day of ......b.. 19 y )tary Public, (t~(~24//' g9,tiU . Notary Public. State o6 Nora County ' Quaktied in Suffolk County ~ , , , , , , , s' 7~" No• 4937976 llolk - ~ Commission Expires Jury 11,16~% r azure of applicant) _ D i'G/ 'b9 *,b - 6Z - 11 'C7 ~0 7 c:~r>nog *6 - bl -2/ 'c7 'rvvs O9vod -6•Z !.J ?>S o00! 'ON 45M W' sz 101 'Xle 'OAS 'Isla S6£9-88S (9LS) XVJ :31VOSlZ>Ptv/'-b9'ON SOP •*6•bZ-!/:3lV0 08£0-885 Ms) 6ZZLL WN lmojuojuo~j >1aOJ\ M3N `AJ.Nn00 >nOddns ZOZ al!nS O~oH~noS :d0 NMOI ynoS an!aQ AeMssaadx3 BLOS c7-7oHlr7oS :NI (13-Lvnlls Bu!uue!d puel pue ~u! 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Mechanical system insulation requirements as per section 7813.19 a 7B13.20: Hydrdnic Low Temp. Required Thickness _ Pipe Size at 1" - R4 - R4.6 1" and less 3/4" 1 1/4" to 2" Forced Air Required Duct Temperature R-Value T of 52.5 Deg. F, or lest 3.5 (Min.)' zST of more than 52.5 Deg. F. ZS T(g.F.)(sg. ft.) 4btu hr 9. Water heaters a combination water heating/space heating systems to comply with section 7813.33 of the N.Y.S. Energy Code. If space heating boiler is also used for domestic hot water, the standby loss may not exceed: 13.3 PMD + 400 - BTU/hr. maximum standby loss. n Domestic hot water to be a$ per section 7813.38. Manufacturers certification to be provided, as required. Maximum flow for lavatories and showers to be 3 gpm. 10. Design of mechanical system to be by others, in compliance with section 7813.11 of the N.Y.S. Energy Code. 11. The design `\basis for heating analysis is as per code, as follows: Outside design temperature - 10 (Suffolk County Airport) Inside design temperature 72 Heating Degree Days. a 6000 11 12. The design will be predicated on Part fo - lhtrma) lerrormanae Part 5 - Generally Accepted Standards... The design as reflected in,the above notes and calculations and attached construction plans is, to the best of my knowledge, in conformity with the at an ds of the N.Y.S. Energy Code. Architect. J rot L. A 1 d These plans are In co'nform_ence with the New York Energy Conser- vation Conetructlon Code March 1, 199i.f_ .aH+.Om. o ~ a. 5u~gi'c ° *F V, -2- &ASSOCIATES. A.I.A.,P.C. ,4 r;cr-triEC-IS~PLANNERS AXELROD „ GOIAMACI<N, II /29 NA 8735 l NJ 896 IJ G GG4G TC ISIGI nGA 4A11 NN 4e]] FL 5106 M a3 3a96 YA,, % Ig1Gl 964'33 G] MA 6oe0 COMPLIANCE OF THIS J9aoLO LAaeJaco ANALYSIS 4 NOTES TOR CODE Eollso BANG , GLEN tHEnvENr STRUCTURE WITH THE N.Y.S. ENERGY - JANET HOONE AD-N "c LLc c 3/ 9 Name of Builder plan File No,-,-.------ Name of Model „ f Analye l_5, Method Noted- d It rear of part Part (o - See calculations attache, of Notes. --dd Part 5 - See dia(JYame attached at rear mold Lure barrier where capable of a baoebin9 be protected by vapor sill lines and corners. 1. Insulation to ,,to lines, shown on plan Sections and to be continuous at P all living areas as n is to be R-1 . 2 d in . Slab edge ins ulation to be provide The 'R' value of this insulatio l1-.58 maximum, or attached diagrams. 3. Glazing in windows and sliding glass doors to be insulated g ass, U-.40 maximum allowed. including frame". 4. Exterior doors to be urethane core or wood with storm door, including including frames. 5. Window and door manufacturers to provide a cart if lc ate of compliance Code, roof/ceiling or 7B13.4 of N.Y.S. Energy openings at walls, infiltration lose p doors, respect iva ly. a) All exterior joints at windows weather stripped and caulked rasp' and at utility services to be if provided, to include outside com- non - b) Fireplace units to be of ouch des gn, bustion air with infiltration control", 20 CFM flue damper, or combuatible door OS F~r 7$15'`" 6- As per 7813.13 of N,Y-S" Energy code, a) Thermostats to operate in required ranges as indicated, 45-75 degrees minimum Heating only 70-85 degrees minimum Cooling only 45-05 degrees minimum Heating & Cooling provide setback control (manual ace humidity ranges as Indicated: b) Humidistats to operate at relative h humidity Add moisture @ 309 maximum Remo e moisture @ 609 minimum .21 of the N.y•S. Energy Code. v 7. Hv AC Equipment performance Requirements as per 7813 Minimum Equipment Performance - 70b,/ AFUE Gas Boiler 70% AFUE Gas Furnace 75b AFUE Oil Boiler 75% AFUE oil Furnace Heat Pump - Air Source 2 6 COP High temp (47 deg.) 1,8 COP Low temp (17 deg.) 1.5 SEER Cooling Heat Pump - Water Source 3.0 COP B•5 SEER Cooling Central Air Conditioner 9.5 SEER -1- E5o ® - Rt © ALI-1 12 ® 61 C2 12 FEW 12 16 rR-M - 12 iz-- - 12 ® ~ - - - 6 -EM ail - i 1 Lit LL LJ u c2 - ~J LJ U LL LJ N15 i z m~ I Ljl 1- !1- L L~ i FRONT ELEVATION SIDE ELEVATION 1/4"=1'-0" 1/411=11-011 G`StEPED AR~Hi E44 o 09 12 h1l N n' 7 s ( 6 6 12 E50 6F- 12 69 E69 - 12 - - ~6 .2 s~ - 16 - - ® ® ® OH ® ® ® D ~ Li 0 O C2 C2 T~ III I I I I I I I I I I I I --J-F _ PLUMBING ALL tLUAML40 VASZM REAR ELEVATION SIDE ELEVATION NIDt m NRN TESTwa~iE"PORE COVERM 1/4"=V-0'1 1/4"=1'-0" lMMIIO UN111 ~lYEr N copper tubing is used ~Q far water distributing system; Piping shell be [C 21 1" x 6" HORIZONTAL SHIPLAP SIDING [E 46] BLIND FLASHING. [E 89] STEPPED FOOTING of type. K or L only 151 FELT OVER, 1/2" 24-0 (APA OR EQUAL GRADED) PLYWOOD FIBERGLASS SHINGLES ~?y [E 48] 6" x 12" WOOD BRACKETS [R 1] 24018. SELF-SEALING FIBERGLASS SHINGLES (CLASS A). FIBERGLASS SHIT DUBLE FELT TO BE OCCUPANC [C 25] 2" CONTINUOUS SOFFIT VENT IN 3/8" PLYWOOD SOFFIT. TO BE IFISGLLED ON 15LB. SATURATED FELT, EXCEPT DOUBLE FELT TO BE LEAVE V EXPOSURE UPANCY OR APPROVED AS NOTED UNDSWITEUIB~~TE [E 501 RIDGE VENT PROVIDED ON PITCHES UNDER 4 IN 12. TOP 4 ROWS TO LEAVE 4" EXPOSL USE is uNUr IS UNLAWFUL FEE: / * 14 [E 2] 1" x 8" FASCIA BOARD [E 53] PORCH SLAB [R 32] 45" x 45" INSULATED SKYLBE, DOUBLE ROOF RAFTERS ALL SIDES. ALL SIDES. WITHOUT CEF DEPART BUIiDlk-r, By. A ROUT CERTIFICATE 765-NOTIFY1802 AM TO 4 PM FORTTHE [E 5] 1" x 8" RAKE BOARD \AAt I`~CY FOLLOWING INSPECTIONS: [E 59] STEPPED METAL FLASHING [W 11 8" POURED CONCRETE FOUNDATION WALL ON 16" x B" POURED CONCRET POURED CONCRETE OF OCCUPANT )CCUPAN 1. FOUNDATION - TWO REQUIRED PLUMBERCER77RCATION [E 91 1" x 4" TRIM, ALL SIDES FOOTING. PROVIDE 1/2" x 18" ANCHOR BOLTS MAX, 8'-0" O.C. THROUGH -0" O.C. THROUGH (2) FOR POUED [E 69] ALIGN FASCIAS 2' x 6" SILLS WITH O BASEMENT SILLS; TO BE WALL BELOW GRADE OR TERMITE SHIELD R TERMITE SHIELD 2. ROUGH 11 FRAMINGEa PLUMBING ON LEAD CONTENT BEFORE [E 18] 5/f' x 4' CORNER BOW YP) a. INSULATION CERTIFICATE OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST [E 87] LOCATION OF FURNACE FLUE WITH SLAB PLAN. PROVIDED BE COMPLETE FOR C.O. SOLDER USED IN WATER [E 401 BRICK CHIMNEY ALL CONSTRUCTION SHALL MEET SUPPLY SYSTEM CANNOT [E 88] 24' HAIf ROUND LOUVERED VENT THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION a ENERGY EXCEED 2110 of I% LEAD. [1441 T.C. FLUE IN CHIMNEY WITH CEMENT WASH CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS AX-98924 FILE NO. 89310 DATE: 08-15-89 REV: JEROLD AXELROD, 66 HARNED ROAD DESIGN NO. SHEET NO. DWN: R.P. & ASSOCIATES, AIA, P.C. COMMACK, NEW YORK 11725 THE CUMBERLAND D-50 1 of 6 CHKD: GRC i LN ARCHrrECTS / PLANNERS 516 . 864 4411 i r _ oP~{ 45'4' OVERALL 5o Gl~i`1~~~alJo 42'-4' 3'-0' SUMMARY OF TOTAL THERMAL RATING 10"4' 2 -8' 51-0' If the Total Thermal Rating is zero (0) or greater, the proposed 3'-0 [B 15] TAMP R FILL FOR 4' AMP & FILL FOR 4" POURED CONCRETE SLAB, PITCHED DOWN 2" TO DOORS. design for the building envelope complies with the Energy Code. 2'-B" 4'-4" 4' 4" 2'-8" [C 28] 4" POURED CONCRE THERMAL TABLE " POURED CONCRETE SLAB WITH #10/1 O Vx6'SY.W.M. ON 4ML POLYETHYLENE T.O.W. VAPOR EVRRIOR OVE IPOR IVRRIOR OVER 6"MIN. OF CLEAN SAND OR GRAVEL OR SUITABLE ON-SITE AREA U-VALUE RATING USED 5 EL = - 0'-10' MATERIAL WHICH SIY MERIAL WHICH SHALL BE SOLIDLY COMPACTED AND TAMPED TO 95% DENSITY. so _-3 N 51 A. ROOF/CEILING (nom [F 1] SLOPE DOWN 10" F( 45' APE DOWN 10" FOR EACH STEP. °P [F Ill DROP P SLAB DOWI ROP P SLAB DOWN 10", THS AREA ONLY P, B. NET WALLS ~ZKO m I 45' `V °P [F 12] 2" WIDE x 4" HIGH I ' WIDE x 4" HIGH PERIMETER STYROFOAM SLAB, INSULATION SEAT. I vt N C. GLAZING - 1 sP 4 [F 1512" WIDE x 10" HIGH ' WIDE x 10" HIGH PORCH SLAB SEAT Window ~ r~ N m [F 33136" x 36" x 16" PC R" x 36" x 16" POURED CONCRETE FOOTING Skylights Ey~ D1. FLOORS UNEXCAVATED [W 118" POURED CONCRE POURED CONCRETE FOUNDATION WALL ON 16" x 8" POURED CONCRETE I I FOOTING. PROVIDE 1, TOTING. PROVIDE 1/2" x 18" ANCHOR BOLTS MAX, 8'-0" O.C. THROUGH (2) ® 2" x 4" SILLS x 4" SILLS D2. BASEMENT/CELLAR WALLS Feet Wall Perimeter Feet [IF 2] 16" x 8" HAUNCH 1 " x B" HAUNCH FOOTING UNDER INTERNAL BEARING WALL FOOTING NOT TO Exposure Above Grade o I I o 12 T REST ON FILL OR OR ST ON FILL OR ORGANIC SOIL, BUT MUST BE CARRIED TO UNDISTURBED OR Wall U-Value i e MECHANICALLY COMM CHANICALLY COMPACTED SOIL TO 95% DENSITY. SHOULD THE FOOTING HAVE TO Depth of Wall U-Value Inches o ° a REST ON AN AREA OF ST ON AN AREA OF FILL, TWO NUMBER 5 REINFORCING RODS MAY BE PLACED Below Grade B• 19'-10" I I 21'-2" IN THE LOWER PARTi THE LOWER PART OF THE FOOTING BONDED TO PROPERLY SUPPORTED FOOTINGS OR WALLS ON EITHER WALLS ON TITHER SIDE, FOR A IN. SPAN OVER FILL Of 6FT. THIS MAY BE D3. SLAB INSULATION Feet 9' 10" DONE IN UEU OF ME( NE IN UEU OF MECHANICAL COMPACTION. Slab Perimeter Insulation R-Value E. INFILTRATION CONTROL Sq. Ft. 44 5' Conditioned Floor Area -7_ I-T~ - 4 F. SOUTH FACING GLAZING Percent South GlassAtotal Glass Percent G1. Area/Gross Wall Area Sg Ft. Conditioned Floor Area III n III Ijl _ - Ijl I' \ III " m TOTAL THERMAL RATING !S_~ I I \ 101_10" I 9._0.. I \ 8._4.. 3 -0..I I I 9'-10.. N „I 4 I \4~51' I~ III II q \ -Z 4 \ I /-,'r-F331 N I I 2[' 5._0.. 8 -2 7'-lo.. J G\SjERED qR~y, 45 ~ T.O.W. EL. ~ 1 0'-0 7 = Z " N F~-2 ~I I _ I 14s" e O _ o T o e~ ~P m * ~ { Do N j I ' I i I 11 T.O.W. EL = - 01-10" 4 °P i s r" iG I I I 3 N F. lil III _ h y. i u1.010- I o ~ o I 'z 4 Ali - °_P I " III ~ N 2" 7'-8" f 1 12'-4. I o~ r'C"i 1 °P _ fl fl u~ 45' 19' 4' 8' 2' 1'-8' 2' 2'-8' 4'4' 2' 0 T-10" 2'-2" 2'-0" 1, 1 0 UN II UNEXCAVATED ' _t 3 0 15 IO.W. EL = - 0'-10" ~ c O i w - N I N W N FOUNDATION PLAN 4 1/411=1 '-0" V-2' Y.O. '-2' 2o'-s 20'4' T.O.Y. >0'-10' 11-10' 13'-10' T.O.Y. = 4-10' 3'-0' AX-98924 45'-4' OVERALL FILE NO. 89310 DATE: 08-15-89 REV: JEROLD AXELROD, 66 HARNED ROAD DESIGN NO. SHEET NO DWN: R.P. & ASSOCIATES, AIA, P.C. COWCK, NEW YORK 11725 THE CUMBERLAND D-50 2 of 6 CHKD: GRC LN ARCHr ECTS / PLANNERS 516 ' 864 - 4411 45'-4" OVERALL 42'4" 3' 0^ [B 151 TAN [B 151 TAMP k FILL FOR 4" POURED CONCRETE SLAB, PITCHED DOWN 2" TO DOORS. [B 20] 1/2"-SUBFLOORING, 32-16 APA OR EQUAL GRADED PLYWOOD WITH EXTERIOR 12' a• 10'-0' n' a• a'-0' [B 20] 1/ GLU GLUE, GLUED AND NAILED TO FLOOR BEAMS. SUBFLOORING TO BE T & G OR BLO BLOCKED ON ALL UNSUPPORTED EDGES. 2'-8' [C 281 4" VAP [C 281 4" POURED CONCRETE SLAB WITH 110/10,6"x6"W.W.M. ON 4MIL. POLYETHYLENE VAPOR BARRIOR OVER 6"MIN. OF CLEAN SAND OR GRAVEL OR SUITABLE ON-SITE MATERIAL WHICH SHALL BE SOLIDLY COMPACTED AND TAMPED TO 95% DENSITY. 2'-B" 4'-4" ' 4'-4" 2'-8" © o MAT [C 311 6" (R-19) BATTS. 4 [C 31] 6" [F 1] SLOPE DOWN 10" FOR EACH STEP. S [F 1] SLO [F 3] GAL [F 31 GALVANIZED STEEL AREAWAY AS REQUIRED BY GRADE (TYP) 4 1S Q m [F 4] FIR [F 41 FIRE RETARD AROUND EQUIPMENT AS PER CODE "P Y (12 FT) [F 5] ALL [F 5] ALL EXPOSED HOT WATER PIPING AND/OR HEATING DUCTS IN UNHEATED AREAS TO 'P BE BE INSULATED, AS PER SECTION 7813.19-7813.20 OF THE N.Y.S. ENERGY CODE ---I 1-I [F 6] MET I [F 6] METAL ASH PIT DOOR AT 24" ABOVE SLAB FLOOR I ~ [F 101 DROP FLOOR BEAMS DOWN 10", THIS AREA ONLY 101-10" 9'-0 ® 11'-4" m 9'8" [F 101 DRO 4 e" 101-10" N [F 17] B" [F 171 8" CHEEK WALLS, T.O.W. DOWN 10" T - i - -I m c 7 [f 21] 5.. [F 21] 5" WIDE x 4" DEEP x 7" HIGH BEAM POCKET I - `mi fl [F 30] 3" [F 30] 3" 0 STEEL COLUMN ON 24" x 24" x 12" DEEP POURED CONCRETE FOOTING N~ ~ Q _J I I S i- -i Q • © [F 40] 2" [F 401 2" x 10" RAILER FLUSH BOLTED TO FIREPLACE FOUNDATION, ALL SIDES (12 Fn 12 FT) (10 Fr' (12 FT) (12 Fn ° +Pc +PC [F300] 2" [F300] 2" x 10" FLOOR BEAMS ON LOW FLOOR BEAMS FLUSH W/FOYER FLOOR L [Will S2 [S 31 2" [S 31 2" x 10" FLODR BEMIS Q 16" O.C. k T.O.W. 1Q S16 t 51 4 [S 16] TRI [S 16] TRIPLE FLOOR BEAMS © °P ELM= } -0 0 m - - Q aO [S 17] DOU [S 17] DOUBLE FLOOR BEAMS PC [S 25] (3) [S 25] (3) 2" x 10" GIRDER ® BASEMENT [W 1] 8.. [W 1] 8" POURED CONCRETE FOUNDATION WALL ON 16" x 8" POURED CONCRETE cz CELLAR FOOTING. PROVIDE 1/2" x 18" ANCHOR BOLTS MAX, B'-0" O.C. THROUGH (2) s sp 2°° .ELLAR 25 e © L_~_J e 2" x 6" SILLS WITH BASEMENT SILLS TO BE TREATED, OR TERMITE SHIELD rml Fc2T © Q © \ (14 F1) PRO PROVIDED. DAMPROOF EXTERIOR WALL BELOW GRADE. (TYP) m [W 21 10" POURED CONCRETE FOUNDATION WALL ON 20" x 10" POURED CONCRETE 301 z - -I ~O 4 (W 21 FOO FOOTING. PROVIDE 1/2" x 18" ANCHOR BOLTS MAX, 8'-0" O.C. THROUGH (2) TYPICAL BASEMENT - - 2" x 6" SILLS WITH BASEMENT SILLS TO BE TREATED, OR TERMITE SHIELD PRO PROVIDED. DAWROOF EXTERIOR WALL BELOW GRADE. (TYP) WALL SECTION - - - `cl~i I ) i S17 - i i 1411=11-0" 4 FW T1 8' 3" ® 3'-1'v - 9'-10" 8" 3' 0" 517 ~ ~ ~ ~ ® r - - 0'-10" i 4 G`5ILRED Ape 7" 9e QP' ~p~,0 Al~h, tFCA o Y J ~ o p, ~P lp Q (LOW) lp Ei ep i (14 FQ TEECO G ¢ GIRD f-i 2 h ~''r ~'Ir F 00 10.. m ~r? ,C 4 ~ I I e m 1 J 11 °P E1 J °P 1111111 - as• m s17 0' J'-0' j8- J'-2" 2' 2'4' 4'4' 2'-6' T.O.W. 710" 2._2.. 9.41. 2'-0 ELEV.= - 0'-10" 0 i 4 ' VNEXCAVATED 3 o * B15 c ~ a m 1 0 w H N Q N 1 BASEMENT PLAN 1/4'1=1 '-0" 4 Q AX-98924 161-40 Y.O. -2 1'-0• 20', 20'-s• T.O.W. ~0'-10• -m• 1I'-10• T.o.w=-0'-10• FILE NO. 89310 DESIGN NO. SHEEF NO. DATE: 08-15-89 REV. JEROLD AXELROD, 66 HARNED ROAD DWN: R.P. & ASSOCIATES, AIA, P.C. COMMACK, NEW YORK 11725 THE CUMBERLAND D-50 3 of 6 CHKD: GRC JLN ARCHTECTS / PLANNERS 516 ' 864 - 4411 45'-4" [B 6 42'-4" IS 61 8" HIGH BRICK HEARTH [B 71 MASONRY FIREPLACE 3'-0" 91 nrl 8'-0" [B 15 [B 15] TAMP & FILL FOR 4" POURED CONCRETE SLAB, PITCHED DOWN 2" TO DOORS. 2'-811 41_411 [B 251 CERAMIC TILE SET IN "MUD" 21-211 2'-2 r2~-T'2--2% 2'-8" 3'-10" 6'-2" 6'-4" 3'-2" 4'-10" IS 25, 3'-2" 3'-2" [B 30®3 cexnAL xared [B 301 CERAMIC TILE ON TUB PLATFORM SET IN MUD. 1. Tha,w plans to be used In condunctlGo "At, the Data tie op.riflutions when prayldmd. If pr as Idea IF. .p.tl(ICa- LlolU h.ve La be modified to agree with than plans. I. .....d loll to be untl or gravel, with minimum traces of A [B 32. [B 32] 42" x 36" POURED CONCRETE SLAB. dry =1.r, 'I h , min loom bearing capacity of g Lane/ro.rt. 3. Concrete tq be plain, an n In loru d. minimum IJ 00 pal. ]I tlry [eeL pndlc. bd on [M1e above ,all ee,uoption. If other •011, , [B 35] [B 35] 72" x 36" POURED CONCRETE PORCH SLAB. .uuoI.r 1. low., b•arlnl vlun • • to b. - t- I .,.u..a nJnW. fnnaet Ian mesa be r.d.al,n.d. Inalvldu.l O Ito cone wan, mr also ,soul,. ,wcLl Founa.u an da I,n, rnlch I. in. r.,pan.lbil l,y of ,h. plan part ha.ar o or build., 1 m / = 28 \ \ [B 45] [B 451 1/2" PLYWOOD BAY SEAT WITH 1/2" GYPSUM BOARD OVER. L. A rooLting :.r l,l an afyglm. anal•turb.a s. Luumbtr P be HPlr, r1 or bet L.r. (•Ilco for ,l, a0 [B 501 22" x 22" ATTIC ACCESS PANEL 1150 for E•1.5 Far 11. 1.1 for re. Hllhar stress I Ions b.r uob a O. FIr. S.Y.PIne, att. nq be aub- \O N \ 0 [B 50] \ N u ltut.d !or H.mf lr. No ePi lumber n•Y be arms e,- b / <PL far III, plat., a seta,. m [B 60] [B 60] VENT DRYER TO OUTSIDE. 6. fasten load ln,s ate a, Follow, per s,.rt.: - \ Location LS p~..a6 Deflect. Limit N OF / VAULTED COL) - - - 5 [B 611 [B 611 LOCATION OF FURNACE WITH SLAB PLAN ONLY. lntl.Fl oar Ple.pln, ereaq IDtolle . b. IOI b. b. L/-- / Awlc foam Far .l sl L/II0 000 RD aARRT 1OF / a Attie lator9eq Io1 b. Ipl b. Lneu VCOL AVER/--\ Roar frith rl n. ,.u,.) )016 .nor Is l b. L/1m \ So VA ~7 r [B 76] COL AVER [B 76] LINEN CLOSET, WITH 5 FULL DEPTH SHELVES. snar fns nn.c,ll e.) ]olh, nb. L/I eJ / ow lava, e..e br en .a1n.Lea to reflect tee s1ld.afr O.H. \ Factor. as inf.e ;.gin of rao`ae oi:6Lle ,no.ea.y 4• S78 DW i O.H. [B 78] [B 78] ROD & SHELF (TYPICAL) Hlnsnum xe.eer sl.e eo obe (tj : , a•• um r, ho,h.ld se \ e. Ci.,, In :hose L.s. ehome, door. I Ildlh, Flu, sago in be c.mp.r,a olne, \ / N 4 2 4.. S MSTR 8 D [ 81 [D 8122" x 30" VANITY 9. Ele [rl eel r rk Lo conform cal code,. ,M1e National tlec[rfc Coact \ and ea, .Pplt=eble local the National ale lnun of o"` BATH r s1 s78 s49 / 0 ID 101 ,most a.lnc Lar In bedroom area. 10 construction 10 ,..rare to code. navln,Jnrl,a mtlan. 4 $ 9 (f 2 11-25-1 2 [D 101 22" x 48" VANITY II. These plan, are designed Lo n.., or .,e.ed t a nqulrenanta of [ne kill ran stare euualn Cote wren bode. , fl any M \ s 9 (8'-lT0L) " s' B30 (8'-11' coL) O 5 [D 411 [D 411 EXHAUST FAN TO OUTSIDE. marbe r.lun, either Ina d. a1 Outside he code. 1.0 •Y e Wool I It la the ru ponalbllltl o! [w, yIan our- BE MASTER chaser ar on a aor to a.a rr ,se=x reggl eemest, wltM1 the 1at.1 =act. or eerarten.n, orr leer end to am•.aa he proposed can- [E 90] LOCATION Of FURNACE FLUE WITH BASEMENT ONLY aFlucllan •o required. 12. Thu. plan are dnlgned La be In accordance with the BEDROOM sl-s.~ coL) Ner York SLate ener,r Cou.rvatlan Construction Coda L the ,OCA en.,,y [on•e rva[lon Code to, • 6000 dyr.• 14© J~// KITCHEN 1 i [E so] [K 5] RANGE OVEN day cl In see • ea. Alenou lh [M1e standard. should be ripPll- uble For hl,har degree day cI'matn. var l,'tons " dluu- j - J [K 5] FAMILY s22 2 . WICL ROOM FFS-8Tfll enla nay be r•gmlr.d. and should b. verified. ,L.0 I yttrn.est part l=.lt.nr If uln, electric h.•t ml,ht to. _ - _ \ [K 11] [K 11] HANGING CABINETS OVER. quire hlgh.r I.- e mw, velum.. - u. The •rcnlten hu mat b..n •np,.a tar can,[ruet mw, motor - Yy r "3-O" r / \ 9 .i:uon ar een and, na .u.. nP ,.,pon'ro.: tr Far an ca rarmin. with 11,..• Plans. vanabulor 5.0. \ 4 [R 32] [R 32] 45" x 45" INSULATED SKYUIE, DOUBLE ROOF RAFTERS ALL SIDES. f coeln,tr act ton m. a., ..thus. techniquee. ugv.nua o or I prat do rn, or for ,ar.1y fn nations seJ p,ol . In con rel ruction rile tho work The to are na w rru.aC1 or any M1.niblllry f fitness fora as Ill. to S 00 [S 221 (2) 2" x 10" GIRDER r. seed o InP11.6 In the t.< of Lot.. pl.n ` "M IN OPEN PON Ir. Do mat maIim dr ,logs. Follor dL:n•lan, only. RRiR B6 12 FT e = / / IS 23] 16. CopYrl, h[ p8`g~ R.p roducl Ian of thou "an,. In an, far. ESE Ewa AI . C3 ® IS 221 I 0 [S 231 (2) 2" x 12" GIRDER without the wr Llen careen, Of the architect, Is prohibited S'-0' B 11'-0' I 4" 4' lO M IS 4411 60DL i - D41 [S 441(2) 2" x 8" HEADER rh N.r. o Ise [S 45] (2) 2" x 10" HEADER °~FL IHALL - - \ um COL) J IS 45] 1 BAH ~j D sso - i DINING D IS 491 [S 491 DOUBLE CEILING BEAMS 6 I ~5, 8'-211 y 6 IS 501 i 12 Ff [S 501 2" x 6" CEILING BEAMS Q 16" O.C. T O h O Di 5 1 ROOM, O \ Oa 6 C a B B IS 52] z [S 52] 2" x B" CEILING BEAMS B 16" O.C. / SD w 4d' Sao + - _ 4 _n--_~ sso y,I (vAULTED COL) \ y , - - - IS so] z IS 60] 2" x 6" ROOF RAFTERS e 16" O.C. ,.\SjeftED ARCyt L=1 w N - ZA L _ 1 10 - - * FOYER °n -+o. H. IS 621 2 Q" ~o E' AA FP = \ o 32 © [S 621 2" x B" ROOF RAFTERS E tfi" O.C. eeP r. s -6a 4w, IS 64] 2 4'-6" 4" . 3'-2. 4. 5'-2_- 4, / VII" ^ H [S 641 2" x 10" ROOF RAFTERS e 16" O.C. V-4' (VAULTED CO)\ _ IS 781 D [S 781 DOUBLE ROOF RAFTERS ro v „ rl 5 1'-q w see "o 3 OOM#3 I' OO SUNKEN \ [S 801 (3) 2" x 4" POST TO UNDERSIDE OF HIP RAFTER OVER, \ 860 W S 7- 7 LIVING ROOM \ IS 801(; all fOR BEDROOM#3 LAUNDRY [S 91] (3) 2"x 4" POST FBI MENCY l O S I' UTIL/LAUNl,\ o D _ 4. 13,-0. % 4. IS 911 (i WAnAFOR 'ART. 714 OF \ PR32 o I / \ 1 [5280] [S200] (3) 2" x 4" POST TO UNDERSIDE OF HIP R(FTER OVER (2) 2" x 10" HEADER NBEICY AS 111-011 41' 81-e" PORCH CODE. DINRCODE. 4" 2'-10" 4" B g / \ \ I ® [W 34] DWARF PARTITION, 3'-0" HIGH WITH 2" x 6" WOOD CAP. 1 l~ Hu n wH / ° m j~//\\ [w 34] D' - - / / \ \ I \ [W 5615, -J N [W 561 5/8" TYPE "X" GYPSUM BOARD WALLS & CEILINGS, TAPE & SPACKLE FOR PAINTING i 2R _ =N i 22 \ / # N m is Pa 41 1y a/V x 17 MIGRU-LAM GIRDER. A MIN. OF 1.5" OF BEARING LENGTH \ 1 R O O IS REQUIRED. SEE DRAWINGS FOR POSE SIZE REQUIRED. BEARING ACROSS FULL LENGTH OF BEAM IS ASSUMED. LATERAL SUPPORT REQUIRED AT BEARING POINTS. w 11'-4" FROWD141 16 --0ROYID IMF 6„ 4„ ~,_0„ 4 q 16" A 18" DEEP BEAMS ARE TO BE USED IN MULTIPLE UNITS ONLY. NAILING RATED SEPI HATED SEPA*ATIOI TO NA PATTERN FOR ASSEMBLY OF MULTIPLE UNITS TO BE A MINIMUM,(2) ROWS OF 16D PART. 71721' 1 0 4' 2'-0' 2'-2' 2'-2' 2'-8' R NAILS AT 12" OC,(3) ROWS OF 160 NAILS AT 12" OC FOR 14",16" J: 18" BMS. ASSUME FB = 2800 PSI, E = 2,000,000 PSI. MICRO-LAM BEWS ARE MANUFACT- 4' a'-s" 11 121-0" 4' FARE 71771 URED BY'TRUS JOIST CORP." & BETRIBUTD BY "MAJOR BUILDING PRODUCTS", R.CSTATE BU N see Y. STATE INDING CODE. WE Ss MEDFORD, N.Y., ALL JOIST HANGERS TO BE "MICRO-LAM METAL LUMBER CONNECTORS. SEE DRAWINGS FOR HANGER DESIGNATIONS. GARAGE u (14 21co NOTE,: EXTERIOR WALLS MAY HAVE TO BE 6" THICK: SEE 8 TWO 0 TWO C R1GARAGE / ~ I q NOTF, : AI ATTACHED ANALYSIS NOTES WHICH ILLUSTRATE 6 W56 ~7 - I e 4 c I6 ci COMPLIAN6E OF VARIOUS ASSEMBLIES WITH N.Y.S. I ENERGY CODE.. 552 \ 6 N L I PARTIAL FLOOR PLAN 22 Fr 22 F1 TIE , V RIDGE F WITH BASEMENT STAIR 1/4"=1'-O" I ~ I i \ A I ~ H \ O.H - 27 ----591 \ 4 FLOOR PLAN - - - - - - - - - - - - 114. I-2' -16'~ 16'-4' R.O. 1'-2' 1'-0' 61-0" 131-6" 1/4"=1'-O" LIVING: 1526 S.F. MUD RM: 59 S.F. 20 20'-6° 21'-6' GARAGE: 430 S.F. 42'-4" 3,_0„ AX-98924 45'-4" OVERALL DATE: 08-15-89 REV: FILE NO. 89310 DWN: R.P. JEROLD AXELROD, 66 HARNED ROAD DESIGN NO SHEET NO. & ASSOCIATES, AIA, P.C. COMMACK, NEW YORK 11725 CHKD: GRC i Lrk ARCHITECTS / PLANNERS 516, 864 - 4411 THE CUMBERLAND D-50 4 of 6 [A [B 15] TAMP R FILL FOR 4" POURED CONCRETE SUB, PITCHED DOWN 2" TO DOORS. [A [B 45] 1/2" PLYWOOD BAY SEAT WITH 1/2" GYPSUM BO W OVER. ® Ss4 (16Fr.) IC [C 2] 151 FELT OVER, 1/2" 2" (APSIDING A OR EQUAL GRADED) PLYWOOD [c [C 25] 2" CONTINUOUS SOFFIT VENT IN 3/8" PLYWOOD SOFFIT OVER 2" x IV' @16 D.C. ® (I 8-6" LONG) 12 12 ® 876 [C [C 281 4" POURED CONCRETE SLAB WITH #10/10,6"x6" W.W.M. ON 4MIL POLYETHYLENE VAPOR BARRIOR OVER 6"YIN. OF CLEAN SAND OR GRAVEL OR SUITABLE ON-SITE 6 ~6 mfl MATERIAL NHICH SWILL BE SOLIDLY COMPACTED AND TAMPED TO 955 DENSITY. 12 6 12 6 [C 16Fr. [C 30] 3 5/8" (R-13) BATTS. am - (C 3116" (R-19) BATIS. S62 (12FF.) 12 [C FS6-21 6 [C [C 32] 9" (R-30) BATTS. © (8 Ff.) (14R) © S68 MI /LmNG ROOM BEYOND 49 S60 [C [C 431 2" STYROFOAM PERIMETER INSULATED OR EQUAL R=10 90, I, _ wv Y C2 1 [C 45] 2" x 4" COLLAR TIES D 32" O.C. © [C [C 491 1" x 4" TIES a 16" O.C. W22 A. ii ND C 5 1,_4„ ®2 (22R.) 7 1•_4° [C ox ® ® ':5 w = S22 0. H. © 0. H. [C [C 521 TINE OF TOP OF FOUNDATION WALL y z .o [C 53] LINE OF FOYER WALL BEYOND 2 CAR GARAGE IC a B45 BREAKFASTI FAMILY ROOM :p FOYER [C [C 541 LINE OF KITCHEN WALL BEYOND i S19 2 laTa N rm4 m [c m [C 551 UNE OF LANG RDOM WALL BEYOND 5 BEYOND E® [C © n [C 601 2" x 4" HATS B1 [C [C200] UNE OF FOYER FLOOR BEYOND 1. 1 [C [C201] 2" x 4" a 16" O.C. WITH SIDING OVER o i i 2 [E [E 2] 1" x 8" FASCIA BOARD 5 [E [E 48] 6'x 12" WOOD BRACKETS [E [E 501 RIDGE VENT SECTION p [E [E 531 PORCH SLAB SECTION q 1/4"=11-0" 1/411=11-011 D [E [E 561 TYPICAL SIDING [E [E 61] UNE OF TOP OF FIRST FLOOR BEYOND IF IF 1212" WIDE x 4" HIGH PERIMETER STYROFOAM SLAB, NSULATION SEAT. IF 3418" P.C. FOR WALL ON 16" x 8" DEEP PC FOOTING. 711 IF [R 11 240LB. SELF-SEALING 11BERGL SS SHINGLES (CLASS A). FIBERGLASS SHINGLES S1A [R TO BE INSTALLED ON ISLE. SATURATED FELT, IXCEFT DOUBLE FELT TO BE PROVIDED ON PITCHES UNDER 4 IN 11 TOP 4 ROWS TO LEAVE 4" EKPOSURE [R 32145" x 45" INSULATED SKYIDE, DOUBLE ROOF RAPIERS ALL SIDES. S64 [R C2 IS IS 18] 2" x 4" 16" D.C. S64 6 12 12 6 fl 12 Is is 19] 2" x 6" 16" O.C. s¢aeo 6F a~"s gR~ti~r IS 221 (2) 2" x 10" GIRDER ® ® 6 IS IS 42] (2)2'k12"WOH 1/2"x11" STEEL U.CH PLATE GIRDER BOLT TOGETHER * a ® 12 R1 [yS~ 12 ®(12 Ff.) Y WITH 3 B" BOLTS P 2'-0"O.C. STAGGERED TOP AND BOTTOM. GIRDER TO BEAR ON c ( rt 3"x3 1/2" x 3/8" TWCK STEEL BEARING PLATE WITH (2)2'14" WOOD POST AT ENDS 2 12 S69 6 ® 6 ~ S64 S50 C25 S [5 491 DOUBLE CBLING BEAMS lhd S64 (12 Ff.) [ ~K S84 (1® IS IS 50] T' x 6" CUUNG BEAMS a 16" O.C. \ ® FOYER ss BEYOND ^ u ©i IS IS 52] 2" x 8" CEILING BEAMS E 16" O.C. I rrfls - rEl A IS IS 6012" x 6" ROOF RAFTERS E IV' O.C. o.H. 5 LIVING ROOM I 0 u DIN w DINING ROOM FAMILY ROOM BATH HALL Is [S 621 2" x 8" ROOF RAFTERS Q 16" O.C. d2 BEDROOM2 Is [S 6412" x 10" ROOF RAPIERS e 16" O.C. d= [S 68] 2" x 8" ROOF RATER II _ IS m m ©~i 4 0 II Q c2a [s IS 69] 2" x 10" HP RAFTERS : Is [S 70] 2" x 12" HIP RAFTERS [S 76] 2" x 10" RIDGE BEAW rFr2l c2 r 1 Is [S 771 2" x 12" RIDGE BEAM Is [S 781 DOUBLE ROOF RAPIERS M5 Is IS 811 2" x 4" CCA TREATED SILL WITH SILL SEAL TOP & BOTTOM (TYP) [S 841 (2)2" x 10" STRUCTURED VALLEY RAFTER SECTION SECTION E56 IS [S 97] 2" x 8" PRESSURE TREATED SILL 1 /4"=1'-0" 1. D IS C3 S97 S9 S81 C23 E53 IS [S 981 CAUUONG 12 S97 Iw [W 341 DWARF PARTITION, 8-0" HIGH WITH 2" x 6" WOOD CAP. It [W 5615/8" TYPE X GYPSUM BOARD WALLS A CEILINGS, TAPE & SPACKLE FOR PAINTING °O 3 C43 IF [FF 21 16" x 8" HAUNCH FOOLING UNDER INTERNAL BERpI~~NpG~WALL FODBNG NOT TO REST ON FILL OR ORGANIC 5014 BUT MUST BE CARRIED TO UNDISTURBED OR SOIL TO 95% DENSITY. SHOULD THE FOOTING HAVE TO MECHANICW.Y COMPACTED i REST ON AN AREA OF TWO NUMBER 5 REINFORCING RODS MAY BE PLACED 2 10" q n IN THE LOWER PART OF THE FOOTING BONDED TO PROPERLY SUPPORTED FOOTINGS OR WALLS ON ETHER SIDE, FOR A MAX. SPAN OVER FILL OF 6Ff. THIS MAY BE DONE IN UEU OF MECHANICAL COWPACRON. AX-98924 DETAIL 1 DETAIL Z 1/2'1=1'-o" 1/211=11-o' FIL' NO. 89310 DESIGN NO. SHEET NO. DATE: 08-15-89 REV: JEROLD AXELROD, 66 HARNED ROAD DWN: R.P. & ASSOCIATES, AIA, P.C. COMMACK, NEW YORK 11725 THE C'UM.BERLAND D-50 5 OF 6 CHKD: GRC i LN ARCHITECTS / PLANNERS 516 . 864 - 4411 I ss [E 871 LOCATION OF LOCATION OF FURNACE FLUE WITH SLAB PLAN HALF ROUND IN GABLE WALL ® - - oa [E 881 HALF ROUND I r / S69 [R 201 AREA OF DOUR AREA OF DOUBLE ROOF [R 211 (2)2" x 8" F (2)2" x 8" FALSE VALLEY JACKS O DOOR SCHEDULE ® - - - - - - ®9 5 2 ~ - - [R 32] 45" z 45" IN 45" x 45" INSULATED SKYLITE, DOUBLE ROOF RAFTERS ALL SIDES. 1" STEEL 3 11 BOLTSWB 2'-0110.C. STAGGEREDLTOPHANDABOTTOM.EGIRDERTTO BEEAREONWITH URN WIDTH II II II IS 42] (2)2^x1z" WI ® 1'~ 3/8" BOLTS e K WIDTH HEIGH THICK MATERIAL REMARKS QTY 3"x3 1/2" x 3/8" THICK STEEL BEARING PLATE WITH (2)2"x4" WOOD POST AT 1 67-8" 1 318" HARDBOARD 3 S 2 ® - 64z n.e. 3"x3 1/2" x ENDS ENDS 2 '2'-0" 2 '2'-0" 6'-8" 1 3/8" HARDBOARD PRIVACY LOCK ON BED & BATHS 3 < 4 2'-6" 4 2'-6" 6'-8" 1 3/8" HARDBOARD PRIVACY LOCK ON BED & BATHS 3 2" x 6" ROOF RAFTERS E 16" O.C. 5 2'-6" 5 2'-6" 6'-8" 1 3/8" STL INSUL F.P.S.C. 3 ® IS 60] 2" x 6" ROOF 583 S 8 7 3'-0" 7 3'-0" 6'-8" 1 3/,4" STEEL INSULATED CORE, ENTRY LOCK 2 2" x 8" ROOF RAFTERS @ 16" O.C. 8 41-0" 8 41-0" 61-8" BI-PASS 3 II, / I~ ® W IS 621 2" x 8" ROOF 27 161-0111 7 16'-0" 7'-0" O.H. GARAGE DOOR 1 _ -a IS 64] 2" x 10" ROO 2" x 10" ROOF RAFTERS C+ 16" O.C. 28 51-0" B 5'-0" 6'-B" FRENCH DOORS (PAIRED) 1 ® g 0 IS 681 2" x 8" HIP 2" x 8" HIP RAFTER 19 i ,2'a• n'-0• 577 IS 681 2" x 10" HIP 2" x 10" HIP RAFTERS O S6 [S 70] 2" x 12" VAL D WINDOW SCHEDULE Fs-afl 2" x 12" VALLEY RAFTERS (2)2" x 12" HIP RAFTERS MRK WIDTH ( WIDTH HEIGH TYPE REMARKS QTY [5 73] (2) 2" x 12" 1 r t 717 fl s69 / A 2'-8" 2'-8" 5'-0" DOUBLE HUNG NONE 10 / [S 75] 2" x B" RIDGI 2" x B" RIDGE BEAM B 3'-0" 3'-0" DOUBLE HUNG NONE 2 C 4'-0" 4'-0" 5'-0" FIXED NONE 1 :S70k ®0 64 [S 761 2" x 10" RIDI 2" x 10" RIDGE BEAM D 2'-8" 4'-0" FIXED NONE 1 E 3'-4" 3'-4" 5'-0" DOUBLE HUNG NONE 2 2" x 12" RIDGE BEAM F 1'-8" 4'-0" FIXED NONE 2 - IS 77] 2" x 12" RIM G 2'-0" 2'-0" 3'-0" DOUBLE HUNG NONE 1 A 8 ® IS 78] DOUBLE ROOF I DOUBLE ROOF RAFTERS 19 R32 - III1 S7 IS 80] (3) 2" x 4" I (3) 2" x 4" POST TO UNDERSIDE OF HIP RAFTERS OVER - S68 2 o x• IS 821 2" x 10" STRI 2" x 10" STRUCTURAL VALLEY RAFTERS PROVIDE STEEL CONNECTORS AT INTERSECTION OF VALLEYS, RIDGE 3 DOUBLE g 2 IS 83] PROVIDE STEEI © - - ROOF RAFTER f ROOF RAFTER HEADER. IS 841 2" x 12" VAL[ 2" x 12" VALLEY RAFTER ~\StEAED ARCy~T ~ 6®-~ S6 d i > NOTE: R Q INTO HAVE 1 M1?~ FRM rsw 7 I o -4^ 8'-0" TO~~ ROOF PLAN 4" VENT THRU ROOF 6'-4" 4'-0'• I~-V 4..0" 1 .-V 11 ._0.. _On 2'_9•• 2~2•_9•• _Ai0 3/16"=1'-0" q 2" - 2" I m I~ OPEN TO SINK 1 1/2" 4 1/2^ WC j 2^ uV 1 1/2° J" 2" uV 1 1/2" II N WASH SHACK I ® ~ II \ DINING DW i WASH TUB TUB COUNTER II REPRIG / BEYOND FAI. RANGE H000 4 m 4 _I \SPACE C.O. 2" C.D. C.O. C.O. W 0 RANGE 4 C.O. AC 4" Cl 77, / \I 4" Cl HOUSE TRAP z'-o^ I.11-91, I. s'-s^ V-s" I, 2--0° IN CONC. PR 1V 4" Cl TO PPPROVID WITH COVER SEPBC SYSTEM ELEVATION - 1 ELEVATION - 2 ELEVATION - 3 PLUMBING DIAGRAM KITCHEN CABINET ELEVATIOf ATIONS NO SCALE 3/8"=1'-0" AX-98924 DATE: 08-15-89 REV: FILE NO. 89310 DESIGN NO. SHEET NO DWN: R.P. JEROLD AXELROD, 66 HARNED ROAD THE CUMBERLAND CHKD. GRC ARCHITECTS / PLANNERS 516 864 - 4411 D-50 6 of 6 LN & ASSOCIATES, AIA, P.C. COMMACK, NEW YORK 11725 [B 15] TAMP h FILL FOR 4" POURED CONCRETE SLAB, PITCHED DOWN 2" TO DOORS. 42'-4" [B 15] [B 20] [B 20] 1/2" SUBFLOORING, 32-16 APA OR EQUAL GRADED PLYWOOD WITH EXTERIOR GLUE, GLUED AND NAILED TO FLOOR BEAUS. SUBFLOORING TO BE T p G OR BLOCKED ON ALL UNSUPPORTED EDGES. 2'-0' 5'-0' 2'4' [C 28] [C 28] 4' POURED CONCRETE SLAB WITH 110/10,6"x6"W.W.M. ON 4MIL. POLYETHYLENE VAPOR BARRIOR OVER 6"WIN. OF CLEAN SAND OR GRAVEL OR SUITABLE ON-SITE MATERIAL WHICH SHALL BE SOLIDLY COMPACTED AND TAMPED TO 95% DENSITY. [C 31] 4 [C 311 6' (R-19) BATTS. GP~I?1LFw~F~ IF 11 IF 1] SLOPE DOWN 10" FOR EACH STEP. 2'~Klp IF 31 IF 31 GALVANIZED STEEL AREAWAY AS REQUIRED BY GRADE (TYP) (IZFT' IF 4] FIRE RETARD AROUND EQUIPMENT AS PER CODE \ IF 4] (12Ff) c~L? - IF 5] IF 51 ALL EXPOSED HOT WATER PIPING AND/OR HEATING DUCTS IN UNHEATED AREAS TO i, BE INSULATED, AS PER SECTION 7813.19-7813.20 OF THE N.Y.S. ENERGY CODE [F 6J IF 6] METAL ASH PIT DOOR AT 24' ABOVE SLAB FLOOR 10'-10" 9'-0 21 11'-4" m 91-10" 8" F 10 IF 101 DROP FLOOR BEAMS DOWN 10', THIS AREA ONLY rm _ h IF 17] I _ IF 17] 8" CHEEK WALLS, T.O.W. DOWN 10" IF 211 [F 211 5' WIDE x 4' DEEP x 7" HIGH BEAM POCKET m 0 1 I C2> F r S cyFP>ii - - L IF 30] IF 30] 3" 0 STEEL COLUMN ON 24" x 24" x 12" DEEP POURED CONCRETE FOOTING - -i - -i ® - - 0 IF 401 IF 401 2" x 10' NAILER FLUSH BOLTED TO FIREPLACE FOUNDATION, ALL SIDES I~ ,12 FO (122 - (10 (12 Ff - (12 FQ [F300] [F300] 2" x 10" FLOOR BEAMS ON LOW FLOOR BEAUS FLUSH W/FOYER FLOOR S2 _ IS 3] IS 3] 2" x 10" FLOOR BEAMS a 16" O.C. T.O.W. ® ELEV.= f 01- ~n 7 ! _ S1 ©1 S 6 _ IS 16] IS 161 TRIPLE FLOOR BEAUS m CZ) FE,_ IS 171 IS 171 DOUBLE FLOOR BEAUS -I ¢~aa11 '0 [S 25 BASEMENT IS 25] (3) 2' x 10" GIRDER 1 1, L - -I 2'n IoTFt3 ~I ] W 1 [W 11 8" POURED CONCRETE FOUNDATION WALL ON 16' x 8' POURED CONCRETE (14 r-r) FOOTING. PROVIDE 1/2" x 18" ANCHOR BOLTS MAX, 8'-0" O.C. THROUGH (2) ® mi CELLAR CELLAR D - - 2" x 6" SILLS WITH BASEMENT SILLS TO BE TREATED, OR TERMITE SHIELD PROVIDED. DAMPROOF EXTERIOR WALL BELOW GRADE. (TYP) Il ® Di W 2 [W 2] 10" POURED CONCRETE FOUNDATION WALL ON 20" x 10' POURED CONCRETE 0 1 - ? ---I -I /i FOOTING. PROVIDE 1/2" x 18' ANCHOR BOLTS MAX, 8'-0' O.C. THROUGH (2) TYPICAL BASEMENT I- I I _ I I i I 2' x 6" SILLS WITH BASEMENT SILLS TO BE TREATED, OR TERMITE SHIELD PROVIDED. DAMPROOF EXTERIOR WALL BELOW GRADE. (TYP) WALL SECTION - v/ 3" 3' 1 / 9'-10" 0" T.O. _ i I v „ :o rW2-1 1- ~ q 17" s o ~ © Low °p x(14 Ft) TECO E GIRD ~ ^ 10" 4 0 m 4 FM 7 IIIIIi 1 N 3 1 1 1 1 1 1 1 © 45', ® ~ ' 3R N A I S17 m V 2' 7' ' 2' 2'-A' 4'-i' 2'-11' O ryr~ iR,.S h~{~ T.O.W. 7' 0' 2'-2' 9.4. 2'4' - 0'-10" 0 pI 1 II UND(CAVATED 3 O a 1-51 o- t 0 w N 4 19' 4" N • I q BASEMENT PLAN 1/4"=1'-0" 4 AX-98924 • 16'-4' Y.O. '-2 I'-0' W-10' T.0.1= -0'-10' FILE NO. 89310 DATE: 08-15-89 REV. DESIGN NO. SHEEf NO. DWN: R.P. z 12)1-14- " A J)~EROLD AXELROD, 66 HARNED ROAD & ASSOCIATES, ALA, P.C. COMMACK, NEW YORK 11725 THE CUMBERLAND D-50 3 of 6 CHKD: GRC i Lrk ARCHrECTS / PLANNERS 516.864 - 4411 45'-4° [e 618" HIGH BRICK HEARTH 42'-4" [B 7] MASONRY FIREPLACE 9 [B 151 TAMP A; FILL FOR 4" POURED CONCRETE SLAB, PITCHED DOWN 2" TO DOORS. 2'-8" 4 2'-8" 4'4 2'-8" Y-10" 6'-2" 6'-4° 2'-8" Y-22 4'-10• 4 [B 25] CERAMIC TIE SET N `MUD" 2'-2d 2'-2" 2'-2° [B 30] CERAMIC RLE ON TUB PLATFORM SET N MUD. GENERAL NOTES 1. Th.,, plans [o be u.eI In c nl ctlon with the outline [B 32142" x J6" POURED CONCRETE SLAB. ,Dec"Itallc.I rh an provided. If pl.,Id,d the it.n, have t. b, madlf Ld in .else with thee. plan.. A 1. As u.ad ,all to be sane or draw.]. with minimum traces or d,; I,.r, with • min law. bur In, [epee ltl of 1 ton,/.,.fl. [B 351 72" x 35' POURED CONCRETE PORCH SLAB. 3. Concrete to be Plain. uI, infer utl, and we 2000 Pal. Ea del test, pred l[atad 0e. the above .It •.u Delon. If other .a sea ere. anl.r.a. Iar,r b.ang..iaes t. be w.a .nest... fa.na.agn .use ba r.aa,ILn.I leal.la..l r * \ _ \ [B 45] 112" PLYWOOD BAY SEAT WITH 1/2" GYPSUM BOARD OVER. .It. coneitlau nq lee nqu it. aD ¢Itl faundatIn. -q - p 1 der buns rM11cM1 Ia the reason" ID 111[Y of the plan else rcN Ur 1 ,~e / tN 0 28 bullear. 1. All IO.IInP to teat on virgin. and laturb.d all, e. Lumber to be Neer b, FE or better, I.1I O0 ter t..nu [B 501 22" x 22" ATTIC ACCESS PANEL cQ 1. 1150 for rE. E•1 5 row tl. 1.1 far R NI Ler 1 / lumber u1F u 0 Flr, S.YJIne, at.q qe .ub- a N [B 601 VERY DRYER TO OUTSIDE. u ltul<d (Or Nenila N0 EPf luwbarpar bo used as apt r., ruts ahem. a seua,. m a. ou qn loadmp are n fell.., per aq,lt.: I Location Llv, Dud D,nacc.Llmlc [B 611 LOCAION OF FURNACE WITH SLAB PLAN ONLY. t.Me ar TM. TM \ \ I ltnt ld.Eloor(aseping eu.a3ol6 b. IOlb, L/I o L/S Id O wwwL.ll -AoF YvBrmCOq /J-~ n c (non at.rq.) 101. 50. \ v Lhn - 7 _ SI. [B 761 LINEN CLOSET, WITH 5 RILL DEPTH SHELVES. Roofc(.ith fin.cel)g I 301b..now iii.: i%iio - 1'-4" \ \ CAL Ro.l (na fist. a llg.l 3016. en.it h. Ln 10 \ CELL - l'-4 [B 781 ROD & SHELF (TYPICAL) w lame, h.v, b«e .e eel w<[ eh, wl u.aff O.H. sno \ ra]er. a . rvn,tl.e o .f r real er pl[rn. nest rr also. ter ® /0 fa w a, II ' ow 6 _71 0. H. 1ev, le x< b. Inc....,. u . e.aa n gAr, aw la a. b m ,.ma.. 14' r. , Nlnlw. ad.r ,Ito be r•. a^ nl.u halae [D 8] 22" x 30" VANITY a. enre I.dea m[.,. haws, door. L sliding Blast door. to \ \ b<.., I amp ala 9. Elenrlcal r Y to can r. rm e0 Ln< Natl.nal Ele<[rl, C.aa \ 2 BATH 1 - - s [D 10] 22" x 48" VANITY and aq .pPlluble local c.a s.. . .Inlnun f one n.Fe ..[.tier In b.dr..e .11 a 4 V=T- 10 construct ten t. c.1. codas havin j., lea mllan. \ r I Tn e.e plan. .re elIred 1. or ..c..eg the r.v. ITUent, L -B491 (6-t^cO® ® m d (v-j- COL) O o [D 41] EXHAUST FAN TD OUTSIDE r ,ne xar r..a sate e~uamgeae<. vn.n b. In In any _ jar Lalctl.n. .Itn er Ina do . oau u. ,he reseam. .rl.[lon. \ war be req. stem I, I. the .....n.lbll Ft, or tna yl.n wr- cha.er or builder to vc,lf, such .,.I.... nta with the Iocal - \ \ MASTER ii KITCHEN I [E 90] LOCATION OF FURNACE FLUE WITH BASEMENT ONLY caaucti.gnr.r r"a.innc.r and to tossed the proposed can m I 14 t4'-0\BEDROOM s'-2.~ 4• ° 14 ll/ 110, l1. roes. p1...~.1. assignee 1. be 1..c..rd.ac. with the Anr YDEE set. sheen GOn.enaion construction code a [K 5] RANGE OVEN the socA .nests can..,vesion sea. far . expo legs.. ear I] ate .t... Although the'.head, hed Id b.."Ir. cable f., hlEh.e delta. oar .lessee': v,r.aelant or .lust- 14 FT lECO ant, say be ream ...mead should b. lr led, xuDr t4®co \ © 2 WICL ROOM ® [K 11] RANGING CABINETS OVER. quirt mu, port ec vlmy If using electric heat might re- IS. Tn. rtnl sect as not been engaged for construction ..D.r- "3-0 w v °.Ie hlghar Ia.u 1«l.n value. vW<n .r ens 41nd, antl ' • . n reu pa ns 14111p far con I x 6 S.D. [R 321 45" x 45" INSULATED SMITE, DOUBLE ROOF RAPIERS ALL SIDES. n ion tanlorwln ul[AeM1ua pi se, nor -,p slbllI W [S 22] (2) 2"x 10" GIRDER far uc.ns. r.ctl an loans , uth.ds. techniques, sequence. a ,:at,du,sl. er ,or a.req Dnuut lost.. and prose... In t rzn rtl.n with rM1e r r4, Thera a n. ornntln, nor tnY.n rcM1an 1611Itd r fltnw. for .a,Dac ll lc sew eels n.^d °r [S 23] (2) 2" x 12" GIRDER bpllea In the .a of lh,fa Pbn,. 1<, D0 not tole d rln p. Follpr dluna an. gn11. Ia, c.prr qnl Iq@R.pua.tt tan r these plan.. m onY row, I 11'-0' alhoul le.. r tun ran .,u of ln..rcnltatt, 1. De.nla,.e 111-00 '41 3 -2• 4' S'-0' 11'-0• 4• 4• lO [S 441 (2) 2" x 8" HEADER o BEDROC BEDROOM#2 \ytm COL) I [S 45] (2) 2"x 10" HEADER (HALL BATH . DINING N n D [S 49] DOUBLE CEILING BEAMS 6~ I tz 12 4 6 6 [S 501 T' x 6" CEILING BEAMS @ 16" O.C. li O 10 . ~ \ / ! M I Q 4 2 - 5 r 4 S 8-2ROOM\ j 6 p J [S 5212" x 8" CEILING BEAMS @ 16" O.C. SD -s8-fl IS 60] 2" x 6" ROOF RAPIERS @ 16" O.C. _a--~ ---I s (VAULTED CaL LaJ ~ .,~I FOYER -~I t to t1 fill f [S 6212" x 8" ROOF RAFTERS @ 16" O.C. r ° I rBEDROOMJ [S 6412" x TO" ROOF RAFTERS @ 16" O.C. 4' 4 4° 4• . 31-2. 40 4• I/ k \ °P I N e 1-4 [S 781 DOUBLE ROOF RAFTERS s ^ W moo BEDROOM f3 t (VSUNKEN I w 7 = 7 IILMNG ROOM [S 80] (3) 2" x 4" POST TO UNDERSIDE OF HIP RAFTER OVER. UTIL/LAUt~ a - 4• t3'-0' 4' [S 911 (3) 2'k 4" POST BEDROOM#3 o LAUNDRY D all I 0 7 F- 2 / / I \ I [5200] (3) 2" x 4" POST TO UNDERSIDE OF HIP RAFTER OVER (2) 2" x 10" HEADER 4- B [W 341 DWARF PARITRON, Y-O" HIGH WITH 2" x 6" WOOD CO. 4^ tr-0° 4^ e'-e^ PORCH a ,r AXp< ® w r _1 I 0 t l7 HU 19 1 \ / / \ \ \ 8" TYPE "K" GYPSUM BOARD WALLS k CEILINGS, TAPE k SPACKLE FOR PAIT o ° k0O n 561 5/ o- - / f~ # [SS 4) (2)13/4^ x 14" MOO-LAM GIRDER A M aF~wNG LENGTH IS REQUIRED. SEE DRAWINGS FOR POST SIZE REQUIRED. BFNBNG ACROSS :'9' 2R 5 n 1 R S 5 O LENGTH OF BEAM IS ASSUMED. LATERAL SUPPORT REQUYim AT BEAPoNG E 11, ' 15' A: 18" DEEP BEAMS ARE TO BE USED IN1MULTIPLE UNDS ONLY. NABING ` " PATTERN FOR ASSEMBLY OF MULTIPLE UNITS TO BE A MINIM UM,(2) ROWS OF 10D I NAILS AT 12" OC,(3) ROWS OF 160 NAILS AT 12" OC FOR 14",16" 18" BMS. 1 y. ASSUME FB = 2800 PSI, E = 2,000,ODD PSI. MICRO-LAM BEAMS ARE MANUFACT- 20'4' -6' 21-2' 2'-2' 21-E' URED BY " HRUS JOIST OORP." 4 3'-6' I Ai 0 S6 MEDFORD., N.Y., ALL JOIST HANGERS TO BE "MICRO-WI METAL LUMBER S6 I , - S6 CONNECTORS. SEE DRAWINGS FOR HANGER DESIGNATIONS GARAGE I 14 14 (14F 9' 8" 21-0" NI TWO CAS GARAGE NOTE: EXTERIOR WALLS MAY HAVE TO BE 6" THICK: SEE - ATTACHED ANALYSIS NOTES WHICH ILLUSTRATE 6 I 4 ss 11[~ ~ I I~ _4 C g COMPLIANCE OF VARIOUS ASSEMBLIES WITH N.Y.S. ENERGY CODE. - a I rzfl PARTIAL FLOOR PLAN j E T 1 22 FT) TIE TO RIDGE F WITH BASEMENT STAIR------ I - - 1/411=11-moll I ~ -klv~Ew't~t 3'/~'' x ~l~/z~I~vL.. MI~[zoW~M F(r~2 I i ~~I~zTti~'~I %"x II"'/~ LrL MI~1.AM I~2 I \ 4 1'-4" 6 \ O.H ' 3 yi' x °I %2" LPL n ~(?D LA M )Holz W 'Z' 3i~" x °I'i2' LvL ML-fi LAM . 4 FLOOR PLAN L/ - =--16'-4'R.O.------1,2, 613-00 1'4' -2' 1/4"=1'-0" LIVING: 1526 S.F. MUD RM: 59 S.F. 20'-0' 21'x' GARAGE: 1-30 S.F. 42'-4• 3'-0' AX-98924 45'-4" OVERALL FILE NO. 89310 DATE: 08-15-89 REV: DESIGN NO , SHEET NO. DWN: R.P. IzIV 14 . ap Lrk JEROLD AXELROD, 66 HARNED ROAD FLAT alb -Mid & ASSOCIATES, AIA, P.C. COMMACK, NEW YORK 11725 THE CUMBERLAND D-50 40'f 6 CHKD: GRC ~pM ARCHrrECTS / PLANNERS 5116 ° 864 4411