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HomeMy WebLinkAbout28552-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28900 Date: 09/30/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1080 LANDS END RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 1.28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 12, 2002 pursuant to which Building Permit No. 28552-Z dated JULY 12, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to ALBERT & LISA DULGERIAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0140 08/30/02 ELECTRICAL CERTIFICATE NO. N 530133 07/18/00 PLUMBERS CERTIFICATION DATED 06/26/02 PECONIC PLUMBING & HEAT. Authorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28552 Z Date JULY 12 , 2002 Permission is hereby granted to: ALBERT & LISA DULGERIAN 19 OAKSIDE RD SMITHTOWN,NY 11787 for . CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR. THIS PERMIT REPLACES BP#26024 . at premises located at 1080 LANDS END RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001 . 028 pursuant to application dated JULY 12 , 2002 and approved by the Building Inspector to expire on JANUARY 12 , 2004 . Fee $ 1, 042 . 82 �y Authorik6d SiqnaLFure COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26024 Z Date OCTOBER 12, 1999 Permission is hereby granted to: JOSEPH PAVICH 1080 LANDS END RD. ORIENT,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR (USING EXISTING FOUNDATION) . at premises located at 1080 LANDS END RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001 . 028 pursuant to application dated JULY 21 99 and approved by the Building Inspector. Fee $ 575 .20 Authort0d SignatVfe COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD Sip " � it--)1 BUILDING DEPARTMENT _�1 TOWN HALL 765-1802 4�LtjGir�E T. td r luDiOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 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: (check one) Location of Property:� Wj ew-az xa� riouse No. Street Hamlet Owner or Owners of Property:'QLAEA!7- n Z_j,!L4 ZULCe Suffolk County Tax Map No 1000, Section TPC2/) Block r— r!:) !? Lot Subdivision Filed Map. Lot: Permit No. ,6 7 Date of Permit./ / Q Applicant: 2k., X 4- U Health Dept.Approval: Underwriters Approval: ts—:3/_74 2 Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ jD -a ¢'C C � scant afore o��gOFFOL,�co ' w Town Hall,53095 Main Road 6 PWT Fax(631)765-1823 P.O. Box 1179 ,fi `� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �- Building Permit No. Owner: )0/&gr Please print) Plumber: -G .';'J,L ?/6,)G r IvT' l"r (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PUnbers ign re) Sworn to before me this day of 20 cl BARBW STEPNOWSKI Public,State of New York No.OIST4844752 mie n i SeA ` Coni e Notary Public, County eip Zinn THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1001071 BUREAU OF ELECTRI01:TY F_ 40 FULTON STREET, NEW YORK, NY 10095 Date JULY 18 y 20@0 Application No. on flle 20236000/00 N 530133 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of ALBERT DULGRIAN, LANDS END LANE, ORIENT, NY in the following location, ® Basement ® Eat FL ❑ 2nd FL ATTIC/OUT Section Block Lot was examined on JULY 07,20M and found to be in compliance with the National Elow"Code. FIXTUREFIXTURES RANGES COOKING DECKSOVENS DON WASHERS I EXHAUST FANS OUTLETS RECEPTACLES SWITCHES PWONSCIINT r OTNIR AMT. K.W. AMT, K.W. AMT. K.W. AMT. K.W. AMT. M.P. 22 33 41 22 2 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS I BELL UNIT HEATERS MLaY1-ffMS DIMMERS AMT. K.W. OIL N.P. GAS N.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.r. NO.aaOFFMMFEET AMT. WATTS 3 F 2 - - 2 - 1 SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC A.W.O. A.W. A.W. AMT. AMP. TYPi EQUD, 1 B ZW I#SW S/SW S e IW PFR 1 OF CC.GOND. NO.OF NI-Lt6 OF W Sib no. NIUMALS OF TNUTRAL 1 2fl0 I C9 1 % 1 4/0 1 4/0 OTHER APPARATUS: WELL PUHP F-1 G.F.C.IT�b G & S CONTRACTOR LIC.#578-E L BOX 215 AN SOIhMLD, NY, 11971 GENERAL MANAGER / per Thk must not be aMond In any manner,rntum to tho afte of Me Board If Jncomct,In"100", to W*nM Wd by 41r cradonHaa. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTEftgq IN ANY MANNER. IF FRANK A. RESTITUTO 11 Jr 18 CRABAPPLE LANE, COMMACK, NEW YORK 11725 (631) 543-5327 September 23, 2002 Town of Southold - 53095 Main Road Southold, New York 11971-0959 Attn: Building Department __.�tn�• " �� Re: Dulgerian Residence ^c.n 1080 Lands End Road Orient Point, New York Permit Numbe Please be advised that I have inspected the foundation crack on the interior wall at the above referenced project. The crack shows no signs of vertical or horizontal movement which would indicate settlement or sub soil movement. The floor joists on either side of the wall are parallel and do not impose any continuous load on the foundation wall. Also,there is no evidence of any cracking under the bearing point of the adjacent structural header. It is therefore my considered opinion, and to the best of my knowledge and belief, the crack is not structural and should not affect the structural integrity of the foundation. If there are any questions or if additional information is required, please do not hesitate to call on me. JFra urs, V��tED Afe p. REST�GF� P Q � estituto �� >�- 0 Int c 2 r �L Y F"J s No t Op HE SIO 765-1802 BUILDING DEPT. INSPECTION [ VrIFOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE_�o INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ j FIREPL CHIMNEY REMARKS: s DATE INSIDE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL & CHIMNEY REMARKS DATE INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 0711710.2- INSPECTOR �GG M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [�] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 4za=r - , - - ,a " at Q DATE o 9��oZ- INSPECTOR _ a Ji ri INSPECTION REPORT DAT COMMENTS ______________________________________ - WDATION OST) 13 _ JI Ocrizv_ cr!C at ��J `•'e4'u- O e)4:9 Ln JNDATION OND) II II ra —JI II II JGH FRAME & ° �i --- ---- PLUMBING II _ it cn II jj II SULATION PER N. Y. STATE ENERGY II y _ II CODE — �� II ii 110 7AA I --11 ll -JI 'cA�. 11 �� � 7 FINAL - --u 9/3QL ii (Yt� _c0 ADDI NAL COMMENTS: n UY•1 ____--- - r% �1 00 ` O Qa / -3i-off111119 -:H `fit '7 �u�ccc�.r� 3 dZ•-6 s.F � zC._. o r � '� BOARD OF HEALTH . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-18((02 NOTIFY: �j CALL(510 .3.�c�-: loll ExwdnedAv: ......., 191.!.9 / l MAIL TO: . . . . . . . . . . . 19� Permit No. b�. .4. ....................... Approved.� Disapproveda/c .................................. ....................... ...................................................... D-�q, ....!........ .... .. (Building.I. tor) APPLICATION FOR BUILDING PERMITDate.7INSTRUCTIONS a. s application must be completely filled in by typewriter or in ink and submitted to the Building 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises c streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,..the Building Inspector will issue a Building Permit to the applic permit shall be kept an the premises available for inspectiort throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificz Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MAIL to the Building Department for the issuance of a Building Permit pursuant to Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinar Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as he described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applican or name, if a Coll 8 ...A�..Y.... (Mailing address of applicant) State whether applicant is owner, lessee, agent,. architect, engineer, general contractor, electrician, plumbs ....... W.N. 4...................................................!.................................... Name of owner of premises .......... r.t:t.......(l.�Z(.(,,P:J..................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nam and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Iacation of land on which proposed work will be done........(.6 R.11— .7.............................. ......................*4.4*v k ................ 7................ House Number Street Hamlet Cour Tax No. 1000 Section .. 0.7 ./..,. .. County �p ,��......... Block. ... ........ I.ot Subdivision ...................................... Filed Map No. ......... lot ...... ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..........................I............I........A"VT?Akd' >tlOYw8V11 isto3.,NJAC ti°r14kT014 b. Intended use and occupancy ... ... ./i4: ...,1 F4!�r.L;Ll �;b d ,,eN aT ...... of work (check Whirl► applicable): New Building .... ... Addition .......... Alteration .......... _ ............ Removal ............. Demolition ............ Other Work .................................. (Description) tedCost .l.(.,��...,OV.0 ...... fee .......... ................................. -(to be paid on filing this application) lling, number of dwelling units ..../...... Number of dwelling units on each floor .....I.......... age, nnber of cars .A/(,h-ra:1►�-....................... iness, commercial or mixed occupancy, specify nature and extent of each type of use...................... ions of existing structures, if any: Front....-5H. ...... Rear .r..... Depth ... ........ ......................... tAxiber of Stories ..../................. ions of same structure with alterations or additions: front ............... Rear ............... .................... Height .................... Nunber of Stories ............... ions of entire new construction: Front ................ Rear ............... Depth .............. ......................... Nuuber of Stories ..................... f lot: Front ..V'- o./........... Rear .a.Qp.`.......... Depth .. ............ fPurchase ..................... Name of Former Owner ....... r use district in which premises are situated ............................................................... roposed construction violate any zoning law, ordinance or regulation: ... 1 0......•....•..•.. of be regraded ...I..V.Q........... Will excess fill be remaved from premises: YES NO (o)-bl7J of Owner of premises hoe cl�.'.4.06.A(14MOJOAAddress/?DAMO'.kbj<,!'it l tlUWAJPhone ...... f Architect J.'�e2a&X.A.A35S7.1.M.7`Q... Address��.�'���7.PF'.��.,c.v.GeA,thl,Kc,�horhe NW0-.-1-'y.7.6Jt7 fContractor ................................... Address .............. ...............Phone No. .............. s property within 300 feet of a tidal wetland? * YES .......... NO ..�K...... lF YES, SQIl1M MM 1 MMES PERMIT MAY BE MQUIRED. PLOT DIAGRAM clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions y lines. Give street and block number or description according to deed, and show street names and indicate rior or corner lot. I yow, A.- ........being duly sworndeposes and says that he is the applicant ividual signing contract) ....... v??.r.- ?,�r.... :�1.�. ............................................ (Contractor, agent, corporate officer, etc.) r. or owners, and is duly authorized to perform or have performed the said work and to make and file this that all statements contained in this application are true to the best of his knowledge and belief; and k will be performed in the manner set forth in the application filed therewith. ore me this ((�� L......da ofLASTA"S .�1 9..`..... di (Shgnature of Applic t���)��}L4ClJ NOTARY PUBUC.St to of NowY+o* Na 01 ST8008! ,suffdk county Tenn Expires June 8.20.x`' I am fa Alar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE P!R0VALQFCp NWl'RiICTiOl�i R A DISPOSAL SYSTEMS FOR SNVGLE FRAY RESIDENCESand -�'�r€°�C=-- y: / x'3iL�tXCLpiZY it a co tr >M condYl/ons set forth Ihereh and on 1l►e (Y l permit to conrtrucl. APFRCV:i _ _ , OOM ETC?,RES THREE YEARS FR010I DA'18 C+"MI AL ElOCaWAIM REQIJIAECF LOT ® FOR S�lNfYSRY YS' M r VACANT ) HFALrA L`EP RTME>kNT S. 8B'5T'40' E. 200.00' ` AL 30.G EL. 4&4 EL.4B4 I I I O I O a O I Sep 1 O LOT ® syst r N r e>xl. over lm l Q --- - - - - I LOT o -- - - f DWELLIMQ 1 ✓o D P dr-lvo CP ar iOL94), d s+ gwell r� I I 3 • I N I N Q P ii 2 LOT t I d 4L1 f10 Q"' 4"s. �IiV ! VACANT >r N. 88057'40" W. 200.00' — — LOT well /oc,a-t o-1 r DWELLOW l ? nor✓h i`ICP. U LAW'S EIVD ROAD CER TFIED TOS LATHAM LANE ALBERT DULGERIAN LISA DULGERIAN COMMONWEALTH LAND TITLE SURVEY OF INSURANCE COMPANY y LOT 28U4P OF . ss °'S ®A/ Fi41'A AM FS MW moi�°'7 FZ AT OROW P0N /T V --view= �ODtTOKW OF D60 gyp.- SUFFOLK COUNIFTY M. Y. The locations of WeNs aidcesspools p vW _ 6 _ of _ Iii shown hereon are from field observations fPc�f&0. SCAM I" _ 40' and or from dale obt&Wd from others. AN y 29 AM JUNE 16, 1999 ( update 1 ARE4 = 4010W aq H Jw,)e 25l 1999(scONs �i1�o� ANY ALTERATM OR ADDITION TO THS SURVEY IS A VIOLATION S_ t.M1Ep?c �rp� OF SEC TIOTy09 QF DE NEN' YORK STATE EDUCATOY LAN: o EXCEPT A SECTIQM 7209 - SIANDIM T?W 2. ALL CERICA TIONS ' HEREON ARE VALD FOR TW NAP AND COPES TTEREOIF ONLY F s ' SAD NAP OR COIAES BEAR TIE APRESSED SEAL OF THE SURVEYOR * N.Y.S. LIC, NO. 496/8 N►�06E SNBtATGRE APMARS AVWON. I �- ` C YORS P.C. ' NOADDI LY TO Y KITH SAD LAW TT+E TERM ALTEW-ABY. y � ti, 5 - 5020 r W BE USED BY AND ALL SURVEYORS UTXMW A COPY „ANDg ox 909 TOF' AAVTOWOTE'�moT.N LGI�NC'EAN7T CLAW. ���',Cq p TRA VE ER STREET THOLD, MY. 11971 87 - 840 FjANODTRWWN!°v of SUSSLWACESEWA�r,EVAL CE1V 0 SYSTEWS FOR SMGLE FAWY RESIDENCES* by Me condllions sol forth Merob and on Me 9; Qg onst ncl. INN W 23 A�1 SCDHS REF. RIO- 99- 0110 I LOT Q f VACANT 1 A Cale S. 88.57'40' E. 200.00' EL sao EL. 4a4 a 4t4 I I i I O I � O I STC CA O N i LOT ® sra N etUEErOME OR/VE �EOI Q I s r. LOT 7OA / 1 rr 7a irr/a3 srev ` f DOELLM 1 o -- - - --- - - i� �. �i p�1er1 CP 0 �4 lAAr ,.L t •1 AN• r t11° W Mau sot- 4K ot• &4'( Mau U ' W i � I N IO rC iwr 2 re. 4" ' e< Ora LOT VACANT AAN 28 N. 88.57'40' W. 200.00' LOT well loco-�',o- f DWELLM ? L,7kno vvn �1CR LAND'S EIVD ROAD CERTIFIED TO+ (LA THAM LAW) ALBERT DULGERIAN LISA DULGENAN COMMONWEALTH LAND TITLE SINVEY OF INSURANCE COMPANY LOT O+ 8 .e� CW /LM" 0 p AL®AM YA Irons AWNO M9 ELEVA,QW ARER19r AT ORIENT PONT TO AN ASSLAED VATLK TOWN OF SOUTHOLD SL FOLK COUNTY N. Y. The locations o1 weps and cesspools mW - Irf - of - 12j shown hereon are from 11old observations I" s 40' and or from data obtained from others. K4Y2X Ip JUNE 16, 1999 ( update J ARE4 n 40,000 M4 ft. JL 25 /99 ad ) caro N4VE ! revision) ANY ALTERATION OR AVOTION THIS SURVEY X A VIOLArON I. MET OF SECTS 7W9 OF THE NEW STATE ii>I�: ^F Evan AO 0& sEA% ALVCTNON 7PO9 - ILMO A TIONS 9 " s eWARRTTi�WV OF �eVEYOR W OS£ SGAA TUIE APPEARS hEAE � S. LIC. NO. 496/8 Ana► Y To COWL AY W TH SAV LAW THE TOW •AL I eY� F 7� 020 f6 C. 765 /797 OF� B YANY EYaIt'S rMAP LT S Y AS 71 ATED'AAV P. D�` HBe 1 To-DATE'ARE MDT N CowM'LfUik`E 07TH LAW` l2 TREET SOU , 11971 87 - 840 - UNDERWRITERS CERTIFICATE REQUIRED PLUMBING ALL PLUMISINU WMS It: &WATER LINES NEED TESTING BEFORE COVERING OCCUPW,'U I` OR a� a APPROVED AS NOTED USE IS 1, LAWFUL DATE:L B.P8 aLo3E� . 5�s'• ao .y¢ FEE. BY: '� _ ..�"° NOTIFY 9UILDING DEPARTM T A WITHO'.. . PT�FIC 766-1802 9 AM TO 4 PM FOR TH r h hf, �S'•''�� ,•v FOLLOWING INSPECTIONS. '' s Yi bA.l� DATION TWO REQUIRED . � 1 FOUNDATION OF OCA,,, G�° ' FOR POURED CONCRETE 2. ROUGH • FRAMING & PLUMBING DO NOT PROCEED WITH 3. INSULATION ,�Q I FRAMING UNTIL SURVEY 4. FINAL CONSTRUCTION MUST GENERAL CONSTRUCTION NOTES SPACE AND FIRE SAFETY '�I I� � BE COMPLETE FOR C.O. OF FOUNDATION LOCATION /V/P ALL CONSTRUCTION SHALL MEET ETETE I . ALL CONCRETE SHALL BE STONE CONTROLLED CONCRHAVING A HABITABLE SPACE - SECTION 71 1 . 1 HAS BEEN APPROVLD, r V THE REQUIREMENTS OF THE N.Y. MINIMUM COMPRESSIVE STRENGTH OF 300 P51 AT 28 DAYS. ALL HABITABLE SPACES SHALL HAVE A MINIMUM HEIGHT OF T-6'. STATE CONSTRUCTION & ENERGY BATHROOMS, KITCHENETTES, HALLS AND RECREATION ROOMS SHALL HAVE A M CODES. NOT RESPONSIBLE FOR BOTTOM ALL FOOTINGS SHALL BEAR Q UNDISTURBED SOIL HAVING A MINIMUM HEIGHT O' IHT OF 7'- . 501.02' 20•W 200.0' DESIGN OR CONSTRUCTION ERRORS MINIMUM BEARJNING CAPACITY OF 2 TONS PER SQUARE FOOT. VERIFICATION OF BEARING CAPACITY SHALL BE THE RESPONSIBILITY OF THE BUILDER. 5TAIR5 - 5ECTIION 713. 1 '^ 3. PROVIDE TWO COATS OF DAMPROOFING ON ALL EXTERIOR FOUNDATION MINIMUM WIDTH OF TREADS SHALL BE 9' PWS I - 1/8' NOSING FOR CLOSEDTYP OF WALLS FOR CRAWL SPACES AND BASEMENTS. MAIN STAIRRS SHAL LBE 2'-8" CHEIGHT HLER BALL EETWEEN MAXIMUM HANDRAI OR BETWEEND A DRAILPLUMBER CERTIFICA ION 4. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS AND OPPOSITE WALLS. BASEMENT OR ATTIC STAIRS SHALL BE 2'-6' CLEAR III If copper tubing Is used ON LEAD CONTENT B1 FORE OR BETWEEN HANDRAIL AND OFF051TE WALLS. CLEARANCE for water distributing BETWEEN HI OR OF OCCU ANCY RELIEVING THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING HIS BETWEEN HANDRAIL AND SUPPORTING WALL SHALL BE NOT U55 THAN 1-1120. system; piping Shell be WORK IN STftIGT ACCORDANCE WITH ALL APPLICABLE STATE OR LOCAL CODES. � � P p g of types K or L only SOLDER USED IN WA TER 5. FRAMING LUMBER SHALL STRESS RATED DOUGLAS FIR(ARCH THE MINIMUM CLEAR HEADROOM OVER ANY PORTION OF A FIXED 5TAIR SHALL SUPPLY SYS TECANNOT R E I OR BE G'-6" MEASURED VERTICALLY FROM THE SURFACE OF THE TREAD IN LINE UNDERWRITERS CERTIFICATE ARY BETTER, 1150 PSI MINIMUM FOR BENDING (fb) FOR SINGLE MEMBER USE AND V�Opp 90 PSI MINIMUM FOR SHEAR(iv AND HAVING A MODUW5 OF ELASTICITY OF WITH THE RISER BELOW. BASEMENT STAIR HEADROOM CLEARANCE SHALL o[dc REQUIRED EXCEED 2/10 Of I% EAD. 1800000 UNLE55 NOTED OTH WI5E. VALUES ARE FOR SURFACE DRIED LUMBER MEASURE G-4'. I ONLY, USED AT 19% M015TURE CONTENT. 24.8' 0 CONTRACTORS CAN EXERCISE THE FOLLOWING OPTIONS STAIRS OF MORE THAN THREE RISERS SHALL HAVE A HANDRAIL ON AT LEAST - - - - - - - - A. DOUGLAS FIR SOUTH - SELECT STRUCTURAL 1300 P51 (fb) ONE SIDE. 5TAIR5 WHICH ARE OPEN ON ONE OR BOTH SIDES SHALL HAVE F, PROVIDE OPENINGS FOR B. HEM-FIR SELECT STRUCTURAL 1400 P51 (fb) HANDRAIL5 ON BOTH SIDES. w EMERGENCY ESCAPE AS R N G. HEADERS AND TRIMMERS SHALL BE DOUBLED AT ALL OPENINGS. DOUBLE DOORS - SECTION 713.2 - m z PROVIDE SMOKE-DETECTING Ef REQUIRED BY PART.714 OF ALL FLOOR JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS. PROVIDETHE MAIN ENTRANCE DOOR SHALL BE AT LEAST 36' WIDEOTHER DOORS '� SINGLE ALARM DEVICES N.Y. STATE BUILDING CODE. I'X3" WOOD BRIDGING AT CENTER OF ALL FLOOR J015T 5PAN5. . 7'6.2' - FAMILY INTENDED FOR PASSAGE SHALL BE AT LEAST 32" WIDE, DOORS INTENDED FOR 25.4, .r FRAME AS TO PART.721.1 7. PROVIDE 2'X6" WOOD HEADERS OVER ALL OPENINGS UNIFSS OTHERWISE PASSAGE 5HALL BE AT LEAST 6'-8" HIGH. 10.6' R251DENC[ N.Y.$BUILDING CODE. NOTED. OPENINGS FOR EMERGENCY USE - SECTION 714. 1 PROVIDE ANO-SCALD AND/OR IN ADDITION TO THE PRIMARY EXIT FROM A RECREATION ROOM OF HABITABLE NEW, THERMAL SHOCK PREVENTING 8. STRUCTURAL MEMBERS SMALL BEAR ON A MINIMUM OF TWO 2"X4' 5PIKED DRIVEWAY OI NEW 51DEWALK TOGETHER UNLESS OTHERWISE NOTED. SPACE, THERE '�5HALL BE AT LEAST ONE OPENING FOR THE EMERGENCY USE DEVICES AS TO PART.901 (DOORS OR OPERABLE PRT5 OF WINDOWS) HAVING A MINIMUM AREA OF 4 �I R-30.00' N.8 STATE BUILDING CODE. SQUARE FEET WITH A MINIMUM CLEAR DIMENSION OF 18'. OPENING SHALL BE 9. PROVIDE FOIL FACED INSULATION IN ALL WALLS, FLOORS AND CEILINGS EXPOSED TO UNHEATED SPACES. NO GREATER THAN 42' ABOVE THE FINISHED FLOOR IN ABOVE GRADE SPACES N AND 54' IN BASEMENT SPACES. 173.82' RD R. 10. PROVIDE METAL FLASHING AT ALL PENETRATIONS THROUGH ROOFS, GLAZING - SECTIONS 715. 1 AND 2 VALLEYS, HEADS AND BILLS OF WINDOWS AND EXTERIOR DOORS. PROVIDE GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES SHALL BE GLAZED WITH - 2 •O N 10. 20 20' E RA AR TERMITE SHIELD AND SILL INSULATION AT ALL SILLS AT TOP OF FOUNDATION WALLS. SHATTER RESISTANT MER GFIXEDLAZING SIDE PANELS ADJOINING DOORS AND F � R (f) INTERIOR PARTIITIONS WHERE GLAZING EXTENDS TO WITHIN 180 OR 1255 OF New wRm cur D69TING oT1RII5 FLOOR LEVEL SHALL HAVE SHATTER RE515TANT GLASS OR PERMANENT ATE N ODE. I I . ALL PLUMBING AND HEATING WORK TO BE IN ACCORDANCE WITH STATE CONSTRUCTION TO GUARD AGAINST HUMAN IMPACT. AND LOCAL CODES. CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED IN5PECTION5. ROOF COVERINGS - 5ECTION 716.7 j LANDS END ROAD 12. ALL ELECTRICAL WORK TO BE IN STRICT ACCORDANCE WITH THE ALL ROOF COVERING SHALL BE CLA55 A. SELF SEALING NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL AND STATE CODES. 5KYUGHT5 - SECTION 716.7 NORTH 13, ALL 51TE WORK AND BUILDING PLACEMENT MUST CONFORM TO ALL LOCAL 5KYUGHT5 AND ROOF PANELS IN ROOFS ARE PERMITTED TO BE GLAZED WITH ZONING ORDINANCES AND REGULATIONS. PLASTIC, PROVIDED EACH SKYLIGHT OR PANEL DOES NOT EXCEED 200 SQUARE 14. INSTALL HURRICANE CUPS AT ALL ROOF RAFTERS AT CATHEDRAL CEWNGS. FEET IN AREA AND THAT THE DISTANCE BETWEEN THEM 15 AT LEAST 5'-0'. SKYLIGHTS AND ROOF PANELS SHALL BE MOUNTED ABOVE THE ROOF PLANE. NY5 ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS SEPARATION OF GARAGES - SECTION 717.3 ATTACHED GARAGES SHALL BE SEPARATED FROM OTHER SPACES WITH �4� �LSL.r=DLIV RK SHALL CONFORM TO THE NY5 CONSTRUCTION) HAVING A FIRE RESISTIVE RATING OF AT LEAST 3/4 HOURS. I ALL CONSTRUGroION CODE WITH AMENDMENTS EFFECTIVE MARCH 1 . 19I9 1 .N OPENINGSELF CLOSING IDOONRS THE VINGGA FIRE R 515TANT RATINSHALL OF A ELEEAAST 3/4 WITH HOURS. 2. DESIGN VALUES: 6000 DEGREE DAYS 1 OF TO 70F WINTER DE51GN DRY BULB TEMPERATURE FLOORS IN GARAGES SMALL BE OF NON COMBUSTIBLE MATERIAL THAT WILL 83F TO 70F SUMMER DF51GN DRY BULB NOT AB50RB FLAMMABLE LIQUIDS AND SHALL BE PLACED AND ARRANGED 50 THAT HEAVIER-THAN-AIR FLAMMABLE VAPORS CANNOT 5PRFAD TO FIXED 3. WINDOWS AND DOOR MANUFACTURERS SHALL CERTIFY THAT THEIR PRODUCTS SOURCES OF IGNITION. MEET MINIMUM U VALUES INDICATED AND AIR INFILTRATION RATES AS PER CODE. ENCL05URE OF HEAT PRODUCING EQUIPMENT- 5ECFION 717.3 EQUIPMENT SHALL BE MOUNTED ON NON-COMBUSTIBLE FLOOR CON57RUCTION III 4. NEW HVAC EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: AND 5UFFICIEMT DISTANCE FROM WOOD CONSTRUCTION TO PREVENT IGNITION. A. MINIMUM COMBUSTION EFFICIENCY OF 75%AT MAX RATED OUTPUT. CEILINGS SHAUL BE PROTECTED FOR A D15TANCE OF 3'-O" ON ALL SIDES OF III B. HVAC EQUIPMENT PERFORMANCE SMALL BE CERTIFIED BY THE THE EQUIPMENT BY NON-COMBUSTIBLE MATERIAL PROVIDING Q MINIMUM OF 10 - MANUFACTURER FOR CONFORMANCE WITH SECTION 7814. 1 1 OF THE MINUTES OF FIRE PROTECTION. NY5 ENERGY CONSERVATION CODE DATED MARCH 1 , 1991 . C. THERMOSTAT SETTING RANGE FOR HEATING 45F TO 75F FOR COOLING FIRE5TOPPING - 717.4 70F TO 85F. CONCEALED 5PACE5 WITHIN WALL, PARTITION, FLOOR, STAIR, ATTIC OR D. ALL HEATING PIPING UP WHEN N DIAMETER SMALL TE INSULATED CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS WITH I-I/2" PIPE INSULATION WHEN RUN INA DER CONCRETE CRAWL SPACE, SMALL BE FIRESTOPPED BETWEEN FLOORS NOT TO EXCEED ONE STORY AND A UNHEATED BASEMENTS AND CELLARS AND UNDER CONCRETC SLABS ON GRADE. MAXIMUM OF 20-9 HORIZONTALLY TO PREVENT THE PA55AGE OF FLAME, 5. ALL NEW ELECTRICAL EQUIPMENT RATED GREATER THAN I OOOW AND SMOKE, FUMES AND HOT GASES. LIGHTING EQUIPMENT GREATER THAN 15W SHALL HAVE A POWER FACTOR OF CONCEALED SPACE IN STAIRS SHALL BE FIRE5TOPPED 50 AS NOT TO NOT LESS THAN 85% UNDER RATED LOAD CONDITIONS. VOLTAGE DROP FROM COMMUNICATE AT THE TOP AND BOTTOM OF THE STAIRS WITH CONCEALED UTILITY EXCEED 3%VICE TERMINATION TO FINAL DISTRIBUTION PANEL SHALL NOT SPACE IN THE FLOOR CON51RUCTION. 17.5 G. GENERAL INFORMATION: NY5 ENERGY CONSERVATION CODE EFFECTIVE SMOKE DETECTORS - SECTION AT LEAST ONE SINGLE-STATION SMOKE DETECTING ALARM DEVICE, INSTALLED III MARCH 1 , 1991 . IN CONFORMITY WITH SECTION 1060. 10 OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE SMALL BE PROVIDED ADJACENT TO ��7 ��77�rTT � //�� r� I� rr��rr���a RESIDENTIAL PRT 5: 5ECTION 7814 BUILDING DESIGN BY ACCEPTABLE SLEEPING SPACES ON EACH FLOOR LEVEL AND SHALL BE LOCATED ON OR NEAR �r`•+Jh®��ULMB,LJV �L'�ICO�L�W�Q PRACTICE. THE CEIUNG. 1 THERMAL VALUE: SAFETY EVENT CONTROLS LS FOR ATTIC FANS - 717.7 I�GIIG)D�3 [ENIDD GUMOO (RID ROOF CEILING...............................R- 19.00 U- .53OF ATTIC FANS SHALL BE PROVIDED WITH MEANS FOR AUTOMATIC 5HUTOFF IN ,III OO CP30L G:14 POO DC`rJn 4o Gv]GC`Oi l`70Q CRRC3 FLOOR.................................................. 19.00 .053 EXTERIOR WALL..................................... 18.00 .055 GLAZING............................................R- 1 .70 .58 FIREPIACE5 - 5ECTION 1006.3 ENTRY DOOR................ ...... ..................2.50 .40 FIREPLACES ARE REQUIRED TO HAVE AN AIR INTAKE WITH A DAMPER AS SLAB EDGE INSULATION TO 24................ 10.00 . 10 REQUIRED BY THE STATE ENERGY CONSERVATION CONSTRUCTION CODE TO FOUNDATION WALL INSULATION TO 24"..... 10.00 • 10 PROVIDE A SOURCE OF OUTSIDE AIR OF SUFFICIENT QUANTITY TO SUPPORT ° COMBUSTION IN THE FIRE PLACE, SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE 6000 DEGREE DAYS - GLAZING MAXIMUM 17% OF WALL AREA MATERIAL AND SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT THEs% 1, \�1 SKYLIGHTS MAXIMUM I% OF TOTAL ROOF AREA BACKFLOW OF FIRE AND PRODUCTS OF COMBUSTION THROUGH SUCH DAMPER. 61 _ 1F RANII{ A. ]FB.IESTII'II'IIJ'II'® a ao \YLLLVLl Li iY0 V/ LL NNIVER`��jy r' � 18 APPLE LANE I CRAB 1 III I i COMMACK. NEW YORK 11725 (516) 543-5927 7/1&99 L i 335 WOOL) 0 STEPS _� — 3 2'X81 3 2'X8' � G O� — � 4'X4' WOOD TREATED POSTS LS 12' 0 CONCRETE O FOOTINGS TE: ALL FRES5U�TREATED D FOR DECK SMALL o EXISTING FOUNDATION ( x D DECK AN D FOOTINGS T'-0 1/2" 7'-01121,- - - - - - F - N I VE (� O 3 - 2'X 10' F- 73 - 2'X I1 ' �UII I� EXISTING FOUNDATION L"J BASEMENT \ *2'47 AND FOOTINGS EX15TING ' / o `o ETROCK WINDOW m b O x 4' CONCRETE 5LAB W/ EXISTING 0 in x BASEMENT li 12 27(10' RIDGE N X I -0' 10 WWF WINDOW5 = b 111///2' EXTERIOR GRADE PLYWOOD 2'X 4' COLLARK � I 41-I EALING ROOF 5HINGLE5 � a — — ' BASEMENT TIES 16. 00 —8 ROOF SHINGLES - _ _ 3 1/2. 0 5TEEL COLS fi 8'4Y' �' 3 - 21X 1 O' 3 - 2'X JO' F 3 - 2'X I(r Go INSULATION R-19 — - TOP OF PLATE 2 - 2'X G' 2NOCEILD 3 JOISTS VENTED SOFFITS \VENTED 1/2' 5HEETRACK 5OFFIT5 91_21 91 y 9141 1/2' EXTERIOR GRADE (TYPICAL WALL5 AND CEIUNG5) 7/18/99 2'-0'X 2'-0'X I'-0' V PLYWOOD W/TYVEK u FFOOTINGG55 0 V14NYLISIDING ULATION I/2" SHE K to 4' INS R- 13 (TYPICAL W AND CEIUNG5) 3 - 2' X 10' 3 - 2'X 10'L 3 - 2'X 10' b WOOD5TAIR5 W/ RAILINGS b 3/4' PLYWOOD SUBFLOOR 91�u i�l 91 111 pi1�1 I 'X 3' BRIDGING FLOOR UNE x ''1 iv 2' PROTECTIVER- I N ULATION 3 - 2N 10' GIRDER SLAB AT CRAWL SPACE UP I 51LL W/ I�ANGHORz' PROTECTIVE CRAWL SPACE a (TYPICAL)ILL SEALER 92 GRADE — ;- / IX15TIING v —8" J 4' CONCRETE SLAB RUIN AND CONCRETE FX 2'-OmXW1 'TING — 4' CONCRETE SLAB J WITH 12 0 CONCRETE PIE CRAWL SPACE NOTE: FILL IN Fr-' EX15TING FOUNDATION VENTS (3) CONCRETE WADS AND FOOTINGS i FOUNDATION DWALL AT OORS GARAGE w1 5�N s� I e c Q��LMJ�LN� Lr✓Iti/�\�1 �����OLIV G� 6 �d WNIVEVg� 54'4" 310 P-111 91411 '7'-41/2" gLC�`�J7 0 U O WOOD O — 5TEF5 2 -3)310 OO pnOpnp 2 - 2 X 12' :p III - a� L•� 0 RIDGE O DECK RAILING ° � � o — — — .. 13' 30 10 2 - 30310 F551 OL S7 2 - 2'X 12• a 'p. b , 2 - 2•X I2• MASTER BED M (CATTH I�NGR Mo CJ O 0 _ o zo _ TCHEN o o �•� (CA EDRAL CEILING)1411 m 2 t iV Oji N N SLIDING I ' - D� CL „ ROOF OVERHANG g R (I 3/4'X 10' N CL PANTR :r FLAT CL05ET N r Cn CHUNG O102 _ _ _ _ i 7/18/99 ' ] a N 2 MT FLATROOFOVERFIANG _ CCIUNG CEILINGzENTRY CLOT .. ' io 4. 11.4.. 4' V-2.1 a 4' .. 13. 6.. 6.1 T BEDROOM DEN lVas N 2 2'3'2' wDUNG BEDROOM V CL N 2 - 2 2 _ 2X 12 •X 12' = ' ' / \ 2 _ 2'X 12' CL ---- �j Q 2 - 3 D310 2 - 3)S10 2 -3 )310 ROOF OVERHANG WR wi RAIu G I 4'-I I/2" 141-81/4" 1 19 25'_4" 6-4" 6-2" 101-8" 3' ' " R Wit TI-Vi N . n O 54'4•• "NIV€0.S\1� / •, i 'I Ift SELF SEALING NEW CHIMNEY NEW CI IMNEY ROOF SHINGLES CONTINUOUS RIDGE VENT AT ALL CATHEDRAL CEILING CONTINUOUS RIDGE VENT AT ALL CATHEDRAL CEILING 12 12 8 10 T OF 0 � � 0 00 0 D D n o 0 o � 0 FINISH ftQ2R.11 �p77 o EV SPACE a o GRADE FINISH FLOOR rrr,,Q777 6 CONCRETE p AND FO CONCRETE FOUNDATION — STEPS — e AND FOOTINGS ; I I'I 0 0 0 C G30O l4 C dCdLa4�0[n� RAPT NNE Cdr L CTD@B ] it 7/1&99 NEW CHIMNEY NEW CHIMNEY SELF ING ROOF: INGLES SELF SEALING ROOF SHINGLES -] 8 I� r ,00 12 8 PP pp1 i TOP OF PLATE VINYL SIDING VINYL SIDING 8 o � FlNISH OR WOOD DECK W/RAILING BASEMENT h GRADE WINDOW GRADE „b b"by CSI- - - - - C - - � C - - - - - - � I- - - - - - - - - - - � unw��s� W4,lm000 Will — Till � III , GENERAL CONSTRUCTION NOTES SPACE AND FIRE SAFEfI 1 . ALL CONCRETE SHALL BE STONE CONTROLLED CONCRETE HAVING A HABITABLE SPACE - SECTION 7) 1.I MINIMUM COMPRGS9IVE STRENGTH OF 3000 P91 AT 28 DAYS. ALL HABITABLE SPACES SHALL '` VE A MINIMUM HEIGHT OF 7 +' 2. BOTTOM OF ALL FOOTINGS SHALL BEAR ON UND15TURBED 501L HAVING A BATHROOMS. KITCHENETTES. H. AND RECREATION ROOM5,_t3HALL HAVE A � MINIMUM HEIGHT OF 7'-0'. s s o I•or 2a w zoo a MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. VERIFICATION OF , BEARING CAPACITY SHALL BE THE RESPONSIBILITY OF THE BUILDER. STAIRS SECTION 7 13.I 1 3. PROVIDE TWO COATS OF DAMPROOFING ON AL1.EXTERIOR FOUNDATION WALL5 FOR CRAWL SPACES AND BASEMENTS. YPE RISERS. RISER HEIGHT SHi1t1 BC A fYtATCIMUM Ci MAIN STAIRS SHALL BE 2'-8 CLEAk BETV C` N HAND L5 4. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED A5 AND OPPOSITE WALLS. BASEM bR'ATTIC STAIALLDC ANDRAIOPP(Y31Tks ` 4 RELIEVING THE CONTRACTOR FROM THE R L AND 1BIUTY OF PERFORMING HIS BETWEEN HANDRAIL AND SU IBETWEEN HANDRAILS OR HNG WALL SHALL DE N(7T TMI�N IJf1' WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE OR LOCAL CODES. } , 5. FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS MR LARCH NO.I OR THE MINIMUM CLEAR HEADROOM OVER ANY PORTION OF A FpE✓:D 5T1f1Ik k1A U t _ BETTER. 1 1550 PP511 MINIMUM FOR BENDING (ib) FOR SINGLE MEMBER TUSE YAND BE G f�' MEASURED VERTICALLY,FROM THE SURFACE OF�A�Irl E' "I" 8MI I U LESS NOTED . ACE OR EI D LUMBER W 711E RISER BELOW. BASEMENT STAIR HEADROOM C oop I I TNI NU 9H ( HAV IALUES D 5 OF E IC OF , p ONLY, USEDATMOISTURE CONTENT. Mp A�LLU� RFS 9 - a fi. A DOODUGG UUTTHH - E ARE POR SURF MEASURE 0-4 . ARE P �$I1A�L HA -- -rall - --- - CO O CAN TI ICT SRAL01 OOOP51 (fb) ONG SSI CP 9 AIRS WMICH 0 bN C NE OR BOTH SI AT B. HEM-FIR SELECT STRUCTURAL 1400 P51 (Ib) HANDRAILS ON BOTH SIDES. ? uFi G. HEADERS AND TRIMMERS SHALL BE DOUBLED AT ALL OPENINGS. DOUBLE DOORS-SECTION 713.2 SWAE 1"X3' WOOD BRIDGING AT CENTER OF ALL FLOOR J015T SPANS. THE MAIN ENTRANCE DOOR SMALL BACTAT LEAST EA 323WI E:G 1'Ok W Tc.r ' • LY 7. PROVIDE 21X6' WOOD HEADERS OVER ALL OPENINGS UNLESS OTHERWISE y INTENDED FOR PASSAGE SHALL -- - -- - --- ALL FLOOR JOS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS. PROVIDE b , IIASSAGE SHALL BE AT LEAST G'-' HIGH. 'T ��+Q NOTED. OPENINGS FOR EMERGENCY USE-SECTION 714.1 _ 8. STRUCTURAL MEMBERS SHALL BEAR ON A MINIMUM OF TWO 2'X4' SPIKED IN ADDITION TO THE PRIMARY EXIT FROM A RECREATION ROOM OF HAINTNE TOGETHER UNLESS OTHERWISE NOTED. SPACE, TMCWE SHALL BE AT LEAST ONE OPENING FOR TnINt owvewAx e I New sroewAuc (DOORS OR OPERABLE Pq OF WINDOWS HAV#NG A SQUARE RET WTTi A MINIMUM CLEAR bIME�SION pF t (NG I R�30.00 9. PROVIDE FOIL FACED INSULATION IN ALL WALLS, FLOORS AND CFJUNG9 NO GREATER THAN 42 ABOVE THE FINISHED FLOOR iN SPANS DEPOSED TO UNHEATED SPACES. , r I L�47.12 AND 54' IN BASEMENT SPACES. " I �' 173.82' 10. PROVIDE METAL FLASHING AT ALL PENETRATIONS THROUGH ROOFS, GLAZING -SECTIONS 715.11 AN0.2 i VALLEYS. HEADS AND 51115 OF WINDOWS AND EXTERIOR DOORS. PROVIDE GLAZING IN OOORS. SHOWER ENCLOSURES TERMITE SHIELD AND;5ILL INSULATION AT ALL SILLS AT TOP OF W N 100 200 20' C FOUNDATION WALLS. SHATTER RESISTANT GVSS. 51 P ADJ!NLNNG iM�' _ IMERfOR PARTTIONS WHDiC G NG Td'WT IN i fi3f New CURD cur 1501114 alms 11 . ALL PLUMBING AND HEATING WORK TO BE IN ACCORDANCE WITH STATE PL00RS lEVE�1, SHALL HAVE gHA Ij lg Ok' ` " e' AND LOCAL CODES. C=ONTRACTOR SHALL ARRANGE FOR ALL REQUIRED CON c�SON TO GUARD,AGAdNST MAN'IMPACT INSPECTIONS. ri F LAND'S END WOAD ' 12. ALL ELECTRICAL WORK TO BE IN STRICT ACCORDANCE WITH THE ALL RCK)F CIOVEWNG SHALL BE A, SELF SCALING NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL AND STATE CODES. 9K_TL GHTS. BECTON 716.7 a 13. ALL SITE WORK AND BUILDING PLACEMENT MUST CONFORM TO ALL LOCAL 9'K111 MITTS AMD RL)01'PANG I TOO!9 NORTH ZONING OKDINANC15 AND REGULATIONS. C DED EACH HT.' TO 14. INSTALL HURRICANE CLIPS AT ALL ROOF RAFTERS AT CATHEDRAL FILINGS. N'+�IAND THAT TH110 ANCC SKYLIGHTS AND ROOF PANELS SMALL EfEm NTEO I '. ll,- NYS ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS SEPARATION OF GARAC45-SECTION 717.3 4 - A7T BES ACH CD G'i H pp -7 GARAG S ALLEF, "TCD OTH SP WITH o I i PROM CR I CONSTRUCTION HAVING A FIRE REv3VE�,t,TING OP AT L "l ) 1, ALL WORK SHALL CONFORM TO THE NYS ENERGY CONSERVATION OPENINGS BETWEEN THE GARAGE AND OTHER SPACES SHALL' '�Wfk#i ,/ dl CONSTRUCTION CODE WITH AMENDMENTS EFFECTIVE MARCH 1, 1991 . SELF CLOSING DOORS HAVING.A FIRE RL9ISTANT RATING OF A 3➢4 Ohl HOURS. P. DESIGN VALUES: 6000 DEGREE DAYS `' f I OF TO 70F WINTER DESIGN DRY BULB TEMPERATURE FLOORS IN C'ARAGES SHALL BE P BUSTLBIE MA�E�AI . T n 83F TO 7OF SUMMER DESIGN DRY BULB NOT ABSORIB PLAMA�ABLE LIQLII�N 5 'BE PLACL'D AND % '. THAT HEAVIER THAN AIR M VAPp CANNOT,SPREAD O 3. WINDOWS AND DOOR MANUFACTURERS SHALL CERTIFY THAT THEIR PRODUCTS SOURCES OIF IGNITION. MEET MINIMUM U VALUES INDICATED AND AIR INFILTRATION RATES AS PER CODE. ENCLOSURE OF HEAT PRODUCING EQUIPMENT-SECTION 717 3 TRU( T 4. NEW HVAC EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: EQUIPMENT SHALL BE MOUNTED ON NONCCpOMBI ISTIBLC FL�Hill A. MINIMUM COMBUSTION EFFICIENCY OF 75%AT MAX RATED OUTPUT. C�4UNGS 9HIANU 6[STPRAOTCEECTEMDf b�DI5T4) CUE, P gI O01 �Ntg B. MVAC EQUIPMENT PERFORMANCE SMALL BE CERTIFIED BY THE THE EQUIPMENT BY NON-COMBUSTIBLE MATERIAL PROVIDING WIi1 OF LO MANUFACTURER FOR CONFORMANCE WITH SECTION 7814.1 1 OP THE MINUTES OF' FIRE PROTECTION. NY5 ENERGY CONSERVATION CODE DATED MARCH 1 , 1991 . C. THERMOSTAT SETTING RANGE FOR HEATING 45F TO 75F FOR COOLING FIRESTOFMNG - 717.4 7OF TO 85P. CONCEALED SPACES WITHIN WAS, PARTITION FLOOR, STAIR, D. ALL HEATING PIPING UP TO I' DIAMETER SHALL BE INSULATED CORNICE CONSTRUCTION AND AROUND CHIMNEY PIR AND GIJ WITH 1-1/2' PIR INSULATION WHEN RUN IN A VENTILATED CRAWL SPACE. SHALL BeFIRl570PPED BETWEEN FLOORS NOT Tl3 EXCEED ATnaRY AWDA + UNHEATED BASEMENTS AND CELLARS AND UNDER CONCRETE SLABS ON GRADE. ,I " MAXIMUM OP 2d-0' HORIZONTALLY TO PREVENT THE PASSA �FUME SMOKE. FUMES AND HOT GASEb. ' 5. ALL NEW ELECTRICAL EQUIPMENT RATED GREATER THAN I OOOW AND LIGHTING EQUIPMENT:GREATER THAN 15W SHALL HAVE A POWER FACTOR OF NOT LESS THAN 65% UNDER RATED LOAD CONDITIONS. VOLTAGE DROP FROM CONCEALED SPACE IN STAIRS AµLLL gB�� FIOf TH STA gQ AS Tis IUTILITY + COMMUNICATE AT THE TOPBOTTOM Of THE STAIRS WITHNCEACED. EXCEED 3%. ON. TERMINATION TO FINAL DISTRIBUTION PANEL SHALL NOT SPACE IN THE FLOOR CONS ON. l G. GENERAL INFORMATION: NY5 ENERGY CONSERVATION CODE EFFECTIVE SMOKE DETECTORS -SECT N 717.5 MARCH I , 1991 . AT LEAST ONE 51NGL"TATION OKE DETECTING ALARM DEVICE INET IN CbNCORMRY WITH SECitON I p(�cpp 10 OF THE'NCW�p RK A h FIRE NRJOM AND BUILDING CODC SHALL Be PRAVb �5 RESIDENTIAL PART 5: SECTION 7814 BUILDING DE51GN BY ACCEFTA5IE THE C Nu GRACES ON EACH FLOOR LEVEL AMD SHALL BE NIS a ,�+„I,+ ` r III ®17 1717 /APIf'i)17 /i� M Fifl'![�fl®1'l1VIrJ�pf'! v/ S,!!?' tYJli'a�IiWYL/,ki1JNJ WL�il.7Y LSUC.It10L� • THERMAL VALUE: SAFETY CONTROLS FOR ATTIC PMIS - 717.7 � +� FLOOR. ............................... ..... 19.00 053 ATTIC���FI`QBE PROVIDED WRH MEANS FOR AUTOMATIC 9HLL�`OPMa:IFI ;" W ROOF/CEILING...............................R- 19.00 U- .53 OO WOIEGa`r "OGIF10 maw w nim EXTERIOR WALL.................................... 18.00 .055 GLAZING.... .......................................R 1 .70 ;5$ FIREPLACES -SECTION 1006.3 ENTRY DOOR....LATI...............................2.50 4 REQUIRE A Y THE SOF OUTSIDE AIR FSU CIENT OPER A8 � �r IT, A, FIREPLACES ARE REQUIRED TO HA AN AIR INTAKE WITH A D SLOB EDGE INSULATION TO 241............... 10.00 . 10 REQUIRED BY THE STATE ENERGY CDN i4TION CONSTICU COD ' FOUNDATION WALL INSULATION TO 24'.....10.00 • 10 - !' ec���� �• kes�r'rFo COMBUSTION IN THE PIPE PLACE, SHALL BE CONSTRUCTEDN AQP ^ c� 6000 DEGREE DAYS - GLAZING MAXIMUM 17%OF WALL AREA MATERIAL AND SHALL BE INSTALLED IN A MANNER THAT WI THC" ( o SKYUGHT5 MAXIMUM I%OF TOTAL ROOF AREA BACKFLOW OF FIRE AND PRODUCTSIOF COMBUSTION THRpUT SL> pAMP �' FRANK A. R ESTII'II'UTO 3 a. iD,tii a. 11B CRr4BAPP .F LANE CObff*IAM NEW YORK 11725 (516) 543-5327 � .a. 0 X14 7/1 agS t " ' . K r tr k WOOD STEPS 14— ABOVE 3 - 2'X8 -�J3 - 21XD' to N I O V e o 0 — 3 2'X C' O' - 4`X4'WOOD TREATED POSTS o IioO INWM ` f NOT!!;RE PALL RE FOR DECK SHALL O p tD EXISTING FOUNDATIONWOOD DECK p AND FOOTINGS I I 7-0 U2' 7-01/2, a ABOVC — — — 3 _ 2'X 10' �e 3 - 2'X 10'�_ �- EXISTING FOUNDATION BASEMENT m (I�T�" I AND FOOTINGS L"S EX15 ING i AT RATrD 5MEETROCKWIN EXISTING O X X OILr 4'CONCRER SLAB W/ I 5A5EMENT 12 1 3/4'X I 0 ML _ a NEW L L CONCRETE x I'-0` MID IO WWF WINDOWS 31-00 � OPENINGS FOOTINGS 8 b I 11/2'IE EXTERIOR GRADE PLYWOOD UI N I 2"X 4' COLLAR 41.F5SEALING ROOF SHINGLES ' I i9 TIES 16'OC BASEMENT I 3 1/2'0 STEEL COLS G' INSULATION R-19 &� 3 - 2'X 10' 3 - 2'X 10' ( Q 3 - 2'X Id /i L J L - TOP OF PLATE r I I I VENTED 50PFIT5 2 - 2'X 6' 27f6" CEILING JOISTS 7/18/99 SOFFITS � 9'-2' 9'-3` 1/2' EXTEWOR GRADE (T2'SMEE WALLS REV. 1 J3/00 2-0•X�X 1 -O'I PLYWOOD I V 41 RIGIDN SUrnLA ON I/2"SMEETRACK TICAL WALLS AND CEILINGS) ENEW NTRANCE W/� - I r 8 4' IN5 R- 1 (TYPICAL WALLS AND CEILINGS) m BILCO DOOR Y L 7 L 5 WOOD STAIRS I' 3 - 2'X 10' 3 - 2'X I W/RAILINGg 3-- 2'X I o' _ L L b L x 3/4' PLYWOOD SUBFLOOR ', BASEMENT x ' 9'-2' F &I 9'-4' �$'" I I'X'3' BRIDGING FLOOR UNE WINDO W 4'CONC SLAB W/ IUPFTT y I Go JNSUTATION 3 - 2'X 10' GIRDER GGx I o 10 R_ 9111 W/ I/2' ANCHOR BASEMENT NEW 8 CON,"RETE ( v lab POUNDATIO WALL - - - , - - - - - _ — _ _ _ _ �� BOLT5- SILL 5EALER GRADE - NEW - 2 X 10 (TYPICAL) I/ r - - - - ECXpIS�TCIN�GTE �- - - - - - - - - - - - - - J - - - 1 L - - - - - - - -� r"" FOUfJDATIONAND 4` NCRETE 8`� - - - - - - - ' 5 f p 4' CONCRETE SLAB ^y 4 FOOTINGS 4 I I I .. � ya WALLS AND FOOTINGS RZTE FOOTING WWT HCI 2 0 CONCREM PIERS Ck EXISTING FOUNDATION 0-08 X 21-V X I -0• I I � m y � u 14'-3" u � ' 9'-5' 7-41/2' 7-41/2' 9'-3' @ �2 o 0 — — — — — — — SWUOD 2 - 3 310 O O 2 - 21 X 12' Zb 0(7� P � O I RIDGE o D CK pppp� T OJ u p G. IL 30 10 2 - 30310 b F5510L f,7J o 2 - 2'X x 2 - 26X 12' /a NG MA5TER BED M \ (CATH Mcclumm I RAOM/ / to o \ I / ° (CATHEDRAL CEILING)to x 2 � to 6' 91-6 ' 9 �a 131-11' 9" 2 9" 4n 261,21t 61 x x O N N I - n 9uDING DOORS CL �ROOF OVERHANG � m 2` R (1 &4'X I0' MU N CL PANTRY_ l KNGCL03ET = r� ' rg/r� 0 2° 7118199 �TNGI20NCL2FIATaROOFOVERHANGIJDI G CEILING N 5 til 2` ENTRY Closer PM CL N G. I d-I O' Zk" z 4 2'-0' 4 ' # 4" 13'-G' G to b N BEDROOM DEN O N N BEDROOM 2 2'X 12' W/RNDLIN N EM CL 2 - 2'X 12' to 2 - 2"X 12' / I 2 - 2'X 1_2' Q 2_3 D310 -2 - 3 D310 / \ 2 - 3)310 DECORATIVE ROOF OVERHANG— DECTIVECOL MN COLUM 19' 81/9" „ W/R/ULI G " 5' 21/2" la m 8'-4" 6'-2" 101-8" 3'-6" (�A A ,o 1071 WRL[lo IN V-91 NEW CHIMNEY SELroo SEALING CONTINUOUS RIDGE VENT NEW CHIMNEY R ROOF SHINGLES AT ALL CATHEDRAL CEIUNG CONTINUOUS RIDGE VENT AT ALL CATHEDRAL CEILING ------------ 12 -- ' 12 � S TOP OF DD DD OD N EW ORENDED DECK Q i W/WOOD RAILING PINM FLOOR 0 I� DECORATIVE J NEW DECORATIVE COWMN WINDOW COWMN / COI.SMNTIV av �� GRADE MN19H FLOOR Q �� LNEW WINDOW I --CONCRETE I i AND FOOTINGS - - - - - - - - r1 - - - - - - - - - - - - - - - - - - - -i r - - _ir 2cONNCR& FxXOOTIvGri- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - -- - - - - - - I " `c� rL- - - - - - - - - - - - - - � — -L - - - - - 1 IXISTINGCONCRLTEFOUNDATION - - - - - J - - - - - - - - - J — STEPS - - J - - - - - - - - - - - - y - - - J I C L — — — — — — — — — — — — — — — — — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ry [� IFQ@ U MIEW&U009 UUT NEIR RPAWL - - ' REV 1/03/00 7/18/99 a NEW CHIMNEY NEW CHIMNIEY SELF SEALING _ 1,2 SELF SEALING ROOP SHINGLES 6 ROOF SHINGLES —] 12 b TOP OF MATE TE ' VINYL SIDING [� NEN! 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