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31896-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31696 THIS CERTIFIES that the building ADDITIONS Date: 07/20/06 Location of Property: 200 WILSON RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block 4 Lot 43 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated Building Permit No. 31896-Z L 10, 2006 pursuant to which dated APRIL 11, 2006 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 TWO STORY ADDITION WITH ATTACHED TWO CAR GARAGE WITH STORAGE ABOVE, AND WOOD DECKS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KENNETH A & AMANDA JAYNE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-567060 08/18/01 PLUMBERS CERTIFICATION DATED Rev. 1/81 07/18/06 BERTSAND PLUMBING & HEAT. Aut o ized Si nature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 I' JUL 1 0 2 6 APPLICATION FOR CERTIFICATE OF OCCUPANCY sot This This application must be filled in by typewriter or ink and submitted to the Building Depart en tFie £ol owi 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 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. I 1 ID / New Construction: 11 1 1 Old or Pre-existing Building: V (check one) Location of Property: 2m l / / Xn—RcodQ0 b=L-2 House No.. Street Hamlet Owner or Owners of Property: _kt 14 M t Suffolk County Tax Map No 1000, Section ' o 3 Block y Lot � Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate OU Fee Submitted: $ C6_42 Final Certificatt 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. 31896 Z Permission is hereby granted to: for Date APRIL 11, 2006 KENNETH A & AMANDA JAYNE 200 WILSON ROAD CUTCHOGUE,NY 11935 TWO STORY ADDITION WITH ATTACHED TWO CAR GARAGE,& WOOD DECK TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.(THIS REPLACES BP#26041-Z) at premises located at 200 WILSON RD County Tax Map No. 473889 Section 103 Block 0004 pursuant to application dated APRIL Building Inspector to expire c Fee $ I 11096111 CUTCHOGUE Lot No. 043 10, 2006 and approved by the ORIGINAL Rev. 5/8/02 I own I Intl, 53095 MnIn Road P. O. Box 1179 Soulhold, Now Yoik 11971 IUL 2 0 4 I��o��sUFFO(K�o 0 a = 1 C y�ol'� �aoll(J1 rnx (S 16) 765.1623 Telephone (516) 765.1602 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N llnTE: July 18, 2006 Buildln Permit No. BP31896 Owner: ��c (please print) Plumber.: Bertsand Plumbing & Heating, Inc. (please print) I certify that the solder used in the water supply system contains less than 2/30 of 18 lead. 41(- X-4/� (Plumbers Signature) � /,-A. � Sworn to before me this 18th day of July , / 006 Notary Public, Suffolk County Eileen M. Roache Notary Public, State of New York No. 4626942 Qualified in Suffolk County Commission Expires January 31, 20 /D -�l 0&S:� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ �INAL (,� ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE �G �� DG INSPECTOR %�'� aoF souryo6 TOWNOF SOUTHOLD BUILDING DEPT. ° 765.1802 02-1g- ,- �o INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING/ STRAPPING P<FINAL� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY (NSPECTI REMARKS: �- , DATE � l Q ,t r �`3 INSPECTOR 74. ol (VL M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE A CHIMNEY REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [FINAL /e.0, f�-,� DATE—T y INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ole'FINAL DATE `� CJ INSPECTOR 765.1802 WING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLOG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:�N� S DATE W INSPECTOR M-1802 086512 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PLBG. [ vJ 'NSULATION [ ] FINAL REMARKS:�/�-2r r W l��/��-�u(l�✓zc�,i 5 DATE INSPECTOR t D---620 Z/7 3 /��7 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST XOUNDATION 2ND RAMING [ ] FIREPLACE & CHIMNEY [ ROUGH PLBG. [ ] INSULATION [ ] FINAL DATE [OLD INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �. W DATE /4LINSPECTOR ?�vY��Z._ 3i K,•,b M-1802 BUILDING DEPT. -INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY DATE I� INSPECTOR I.D INSPF"TION RE _40_ NDATION (IST) INDATION (2ND) IGH FRAME 6 PLUMBING 3ULATION PER N. Y. STATE ENERGY CODE W to 67// FINAL /ADDITIONAL COMMENTS:: bo.s�..�.e /' a r: - Fol -------------------------------- a�M rs" •&FALMOAMM • • 4�la�-I.� GJs��• Deco. PLAN VIEW PENNY LUMBER CUSTOMER -- JAYNE RESIDENCE PO BOX 1440 DATE 07/15/01 REF Deck01196 MATTUTCK. NY (631) 298 - 8559 4e' tv ry ' 71 00 aS3t�.. 8' 26' 8 LOAD AND SUPPORT: Your deck will support a 41 PSF live load. Posts have 48" below -ground post support. DECK AND POST HEIGHT You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design. and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. CUSTOM VIEW CUSTOMER -- DATE 07/15/01 JAYNE RESIDENCE REF Deck01196 PENNY LUMBER PO BOX 1440 MATTUTCK, NY 16311 298 - 8559 CUSTOM VIEW CUSTOMER -- JAYNE RESIDENCE DATE 07/15/01 REF Deck01196 PENNY LUMBER PO BOX 1440 MATTUTCK, NY (631) 298 - 8559 STRESS ANALYSIS CUSTOMER: JAYNE RESIDENCE DATE: 07/15/01 DESIGN: DECK01196 REF: SALESMAN # ------------------------------ ------------ MEMBER MEMBER - - STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 116 PSF 16IN BENDING 110 PSF SHEAR 119 PSF COMPRESSION 158 PSF 110 PSF BEAMS 2-2X10 DEFLECTION 158 PSF BENDING 73 PSF SHEAR 51 PSF COMPRESSION 166 PSF 51 PSF BOLTS 1/2IN SHEAR 1256 PSF 1256 PSF POSTS 4X4 STABILITY 283 PSF 283 PSF ----------------------------------- TOTAL LOAD 51 PSF DEAD LOAD 10 PSF LIVE LOAD 41 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 640 PSF BENDING 406 PSF SHEAR 234 PSF COMPRESSION 843 PSF ----------------------------------- TOTAL LOAD 234 PSF DEAD LOAD 10 PSF ------------------------------------------------------- LIVE LOAD 224 PSF fk CUSTOM VIEW CUSTOMER -- JAYNE RE DATE 07/16/01 REF GAR f' >ilCt nr_+'T. PENNY LUMBER PO BOX 1440 MATTUTCK, NY 16311 298 - 8559 CUT LIST PENNY LUMBER CUSTOMER -- JAYNE RESIDENCE PO BOX 1440 DATE 07/16/01 REF GARAGE MATTUTCK, NY (631) 298 8559 Q 1> j 00,00 � `Sct3 `(VO 072 LABEL LENGTH BEVELS LABEL LENGTH BEVELS STRESS ANALYSIS CUSTOMER: JAYNE RESIDENCE DATE: 07/16/01 DESIGN: GARAGE REF: 01197105.ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 67 PSF 16IN BENDING 72 PSF SHEAR 93 PSF ' COMPRESSION 128 PSF 67�' BEAMS 2-2X10 DEFLECTION 172 PSF ""` BENDING 81 PSF SHEAR 60 PSF COMPRESSION 217 PSF 60 P BOLTS 1/2IN SHEAR 4429 PSF 4429 PSF POSTS 6X6 STABILITY ----------------------------------- 1166 PSF 1166 PSF TOTAL LOAD 60 PSF DEAD LOAD 10 PSF LIVE LOAD 50 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 86 PSF (UPPER) BENDING 129 PSF SHEAR 165 PSF COMPRESSION ----------------------------------- 705 PSF TOTAL LOAD 86 PSF DEAD LOAD 10 PSF LIVE LOAD 76 PSF STRINGER 2X12 DEFLECTION 86 PSF (LOWER) BENDING 129 PSF SHEAR 165 PSF COMPRESSION ----------------------------------- 705 PSF TOTAL LOAD 86 PSF DEAD LOAD 10 PSF LIVE LOAD 76 PSF 1( P /a as —1a3- y- y,? TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET .P VILLAGE DISTRICT SUB. --_-- LOT �d �.l'G A d tYP CG /c FORMER OWNERN E , ACREAGE ,yea I r►t eilini Dlivcr �Ltvt S W TYPE OF BUILDING E _ RES. s:;�w SEAS. C FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Volue LAND IMP. TOTAL DATE REMARKS L7 ?Al�B0vo l' l MER %u 4. OLi✓ - GG ✓�� 6 1 2 Z2J SOL 8 000. A, OL/vr ¢' /o A. boa 3 7e 76 v- 3 �� 7c�c� s/S �� r a� - 3�tCan 1`'�7Z7 I -�, a,'a n' 9 - t' J -oa i 2 oV / `r z st 3 a - Ll >+0 5 - O e P a cvv C c, - %oo T/oa -f--700 a 2-3 q-3 9 1 D D NEW NORMAL BELOW ABOV FRONTAG ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK — — -- -- Tillable 3 4 --- Woodland — Swampland Brushland — House PlotO'` .. . Total M. Bldg.20 (oZ 1 1 34 -3,;Z�l ----------- T- � 7- ( Z >,, 2- Z- -- -.P;7 I 1 1 34 -3,;Z�l 1 Foundation 1 Both Extension ;L -.,4 Basement L::,, L_L-- Floors pension U I Go �SL 0 Ext. Walls ',�;rz�a 13 Interior Finish Extej flu e 32-" 2. _gUi35 Fire Place I . I I -- �A L- Heat Porch Roof Type Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway j Dormer O. B. .41 72w Examined .................. 19.... Approved.... (Q:. 19:'19 . FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL: 765-1802 Permit,No.. Disapprovedarc .................................. ---.. (Building Inspector) U i r•ti ' J�i SEP 22WJ�,. BLDG. nE?T. . A SETS OF PLANS ............... 11iVEY -) ....................... ✓CHECK ......................... -HHPW4C.$J}BM ................... FOR BUILDING PERMIT INSTRUCTIONS NOTIFY: GG CALL . ..... .... . MAIL TO: cn c . ......................... �-3-a7��........... Date.................19.... a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan shoving location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS UEREW MNL+ 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 Regulation, 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 buildi for necessary inspections. '............ (Signature of applicant, or rase, if a corporation) (Mailing address of applicant) lt1 �1°le((o State whether applicant is owner, lessee, agent architec engineer, general contractor, electrician, plumber or builder .......................................................g....�.............................. Name of owner of premises k4nekA.Ql:d..'Ct". !i.�c.:jC'.S..T.4QD.. (as on the tax roll or latest deed) U If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No . ......................... Plumbers License No . ......................... Electricians License No . ..................... Other Trade's License No . .................... 1. Location of land on which proposed work w��i^^ll be done.............................................................. 4 L 4.,;-.`.0 ! rf .......0 ............................................. Boom Number Street tt�� ttHamlet County Tax Map No. 1000 Section ....!.Q 3....... Block .....1.......... Lot ....[ ��........ Subdivision .. ��4' Y' n �.. hR fC ............ Filed Map No. .. �?0 3 I..... Lot .. P. ........ (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . SJ Y S� .. t ? :... J Z S i c1 G c �........... b. Intended use and occupancy ... �'? .� � ... ". YF Sed er ce, ............................................... _....... _.. _,.,._. __..._.. ...............�.g .......... tvu icroon .... J� Repair ............ Removal ............. Demolition .... ACCerat mon �...... ............ Other Work .................. .. ......... .. ... if (Description) 4. Estimated Cost ...� oo ht......... fee ............................. ................. (to be paid on filing this application) 5. If duelling, number of dwelling units ... O. ..... Naber of duelling units on each floor ................ Ifgarage, number of cars .{,)................................ 6. If business, commercial or mixed occupant', specify nature and extent of each type of use ..... u'i6.............. 7. Dimensions of existing structures ifairy: Front... ....... Rear f 0n .. t �/ ....... Depth ..... .1........ height ..... wt- 3�� ............ timber of Stories .....�1.":........ y m Dimensions of same structure with alterations or additions: Front .jii?—.Se.... Rear Depth ........ ..?,z ....... Height ......:b....'''�.?!... Number of Stories �^ ... ........... 8. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. Height ......................... Number of Stories ..................... 9. Size of lot: Front ..laza............. Rear ... I.w............ Depth, -10D .... 10. Date of Purchase .... '................. Name of Former Owner ........`awl. 4 asc(... Q 46..�n x f" rr-0 11. Zone or use district in which premises are situated ............................... jqip 12. Does proposed construction violate any zoning law, ordinance or regulation: ............... 13. Will lot be regraded ....P0............ Will excess fill be removed from premises: CfE NO 14. Names of Owner of premises Address �.1%�1��! :��:%vft . Fiore No.7.310 a.7fO_ Name of Architect .............. Address a°) �!?e��47...nuC!! 'Y�thone No.%��i�7 Name of Contractor ................................... Address ............................... Phone No . ............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... *IF YES, SOHII[YD Ma TRDSIM FERHTP HAY HE R qHM. 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 cumber or description according to deed, and show street names and indicate whether interior or corner lot. ?12ase- 5Pe ,-I SCAIE OF N31 YORK, SS ODUNIT OF ....................... o-� orch��-Pc�vfo-.� rJ�o-nS .......................being duly sworn, deposes and says that he is the applicant (Nene of individual signing contract) above named, ,140 is the ..... �? C.4%!1'.c-.t.'...1.4;:}�r�'?).............................................................. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to sake and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the nanner set forth in the application filed therewith. Sworn to before me this .......A?D a ...day of �......... 19..1:�:.. Notary Public ...� ........ LINDA J. COOPER NoWy No.4822668, SSuulfdk Of Yak Tam Empires December 31, d8CX) (Signature of Applicant) THE NEW YORK BOARD OF FIRE UNDERWRITERS P�cr 1 1001093 - BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, N 1038 AUGUST ',>0!CIO 15 , 2001 LGy .1P. N 567060 Date Application Na. on fie 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 KEN JAYNE, 200 WILSON ROAD, CUUTCHOGUE,, NY UAR/OUI 0 n ` in the following loc Y B`�` nt at Ist Fl. 2nd Fl. Section Block Lot , was examined on and found to be in compliance with the National Electrics! Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANOESCEM FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. I K.W. I AMT. I K.W. AMT. H.P. 44 45 37 44 1 1.2 1 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.1 TIME CLOCKS BELL TRANS. UNIT HEATERS MULTI -OUTLET YSTEMS DIMMERS NO. OF FEET AMT. WATTS AMT. K.W. OIL M.P. GAS H.P. AMT. NO. A. W. G. AMT. AMP. AMT. AMPS. AMT. H.P. 3 F 1 20 SERVICE DISCONNECT NO. OF S E R V I C E METER AMT. AMP. TYPE EQUIP. 1 R ]W 1 I ]W ] R SW 13 0 dW NO. OF CC GOND. PFR a A. W G OF OC. COND. NO. OF HI -MG F W. G. OF W G. NO. OF NEYIKAM A. EU G. W. OF NEUTRAL 1 200 1 CB 1 X 7. 2/0 1 2/0 OTHER APPARATUS: PADDLE FANS F-3 WIRLPOOL BATH -1 6 3 WELL PUMP F-1 G.F.C.I,-7 SMOKE DETECTOR: -6 aye....- L L DOROSKI ELEC. INC. LIC.#2941 1 425 MONSELL LANE GENERAL MANAGER CUTCHOGUE, NY, 11935 Per 11 This aerfffloate must not be altered In any manner; return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 %LEAD., PLUMBIN(3 ALL PLUM19ING WASTE , & WATER LINES NEED TESTING BEFORE COVERING PROVIDE ANTI -SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES AS TO PANT. 902.6(x) N.Y. STATE BUILDING CODE. N copper tubing Isueed - for wmr dleb'ibuing &Pmf l Piping shall be of types K or L an a I OCCUPANCY OR APPROVED AS NOTEDv USE IS UNLAWFUL: DATE: to -A - 1,I1 B•RR.O(�b �_ - FEE, a3p �, ,RS u� WITHOUT -CERTIFI"CATE NOTIFY BUILDING DEPARTMENT, AT OF OCCUPANCY 766-1802 9'AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: '';i - - -1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 'I - 2. ROUGH - FRAMING & PLUMBING DO NOT PROCEED WITH - 3. INSULATION 4. FINAL - CONSTRUCTION MUST FRAMING UNTIL SURVEY BE COMPLETE FOR C.O. OF FOUNDATION LOCATION ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. - HAS BEEN APPROVED. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR - DESIGN OR CONSTRUCTION ERRORS UNDERVIRM CEBRRCATE - REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 %LEAD., PLUMBIN(3 ALL PLUM19ING WASTE , & WATER LINES NEED TESTING BEFORE COVERING PROVIDE ANTI -SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES AS TO PANT. 902.6(x) N.Y. STATE BUILDING CODE. N copper tubing Isueed - for wmr dleb'ibuing &Pmf l Piping shall be of types K or L an PROVIDE '% HR. FIRE RATED SEPARATION TO PART. 717.3 (f) (1) OF N.1: STATE BUILDING CODE. PROVIDE SMOKE -DETECTING ALARM DEVICES AS TO PART. 721.1 N -YS BUILDING CODE. PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. Ld•r I9> i' t 1110 13' r2O" 9 a I PROVIDE '% HR. FIRE RATED SEPARATION TO PART. 717.3 (f) (1) OF N.1: STATE BUILDING CODE. PROVIDE SMOKE -DETECTING ALARM DEVICES AS TO PART. 721.1 N -YS BUILDING CODE. 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Iq j " T�T,TT �, I ,,, , � , , I r� , � . I , , I, -'� ,T " " I , , . �,� . . . . . . . . , , , I � I , : ; 1, , , I , , , , I 4 I I I ) : , 1�11 I ' , 'il , �i r illlll_� � I" I," I . I �J, i -.,l - Till'— �� , I I I r , �,, ". � . ��_ ;, � i�, I I I � T ii� 7 - � i t,Il�� r ,,l,, �'T� : ,� � '. � -_� I� � � T c, i ,r, I � � , , � l", ,,, I T, 4 ,I I � I � ; m; C r: GENC tA.00TES: I. All' work shall conform to tine requirements of lite NX,, Stele Building code and local regulations ural, it shelf be the cwrtractore responsibility to secure all pelsnils and approvals required before slaklhtg work Z 37te cote ll burs`'to lire architects immediate attention any amid all d gkajattuites tlolas-between'fleld roitditioht yhd the pians or between difhkent^ writ slwli hot. Frocaed with tiMy'worli telalltig to the rustler until the atohilee41W ri"ved°thq, problem sad given the contractor cleat instructions to commence work. S. All wrfilert diumnsione lake precedence over scaled Do not settle from the drawings 4. These drawings ate incomplete unless used together with lite architectures, other drawings and specifications. i'OUNnKrION NOTE'S: I. All footings shall bear on virgin snit having a miidmum beating capacity of 2 tons per square fool. 2. The connector shall perform all excavation and dewetetiltg so as to prevent any disturbanceato lite hearing strata of suit. - 3. Estimated Ixnlont of fooling elevations ata Indicated oh lite foundation plans these elevations shall be adjusted to the actual levels of approved bearing strain found upon excavation. Any unusual eoudltion shall be bkoughi to the attention of the architect. 4. Backfill shall not be placed egaiuts foundation wall until the concrete has attained sufficient strength to resist such loads or foundation wall list been laterally braced to resist such toads. S.: No bucks, bulldozers, or heavy eauipmchl within tO feet of fohndAH011 wall urdil superstructure has been erected. G. routings are not to be set in gtuundwaler. Alerl archilec! If groundwater condition exists before construction lakes place. CONCRETE NOTES: I . All concrete work, including details fabrication,, placement, curing and protection ro and ACI oftheAmeri alog o t Concrete Instituo the te, rl , latest editionuirements ofA 18 L 2. All concrete shall be atone aggregate proportioned as to 'meet the requirements for 28 days ultimate compressive strength of 3000 P.S.I. 3, All concrete that on completion will be exposed to weather (footings and foundation walls) shall be air entrained. 4, No concrete additives will be permitted except as may be necessary for the required au entr inmems. 5. Reinforcing, bars shall be deformed of intermediate grade new billet steel conforming to the requirements of ASTM AG15-OR40 (yield streng640,000 P.S.L) 6. Welded wire mesh shall conform to ASTM span A-185 and shall have a minimum ultimate tensile strength of 75,000 P.S.I. 7. The contractor shall install all inserts, sleeves, dowels, pockets, keys, etc. as, noted on plans, or as required by specifications, and shall' give trades opportunity to install conduits, plumbing and H and V aleevcs before pouring concrete. 8. Slabs shall be poured in an alternate lane sequence with 10,00 square foot max. 9. Slabs on ground shall be pieced on well compacted porous fill 95% completed.; STEEL NOTES: I. All steel work shall conform to the specifications for steel construction contained In the AI.S.C. ascend of steel construction, latest edition. 2. All structural' teal shall ,emiform to ASTM:A36 for new beams, columns and plates (for pipe ASTM A-501 or A-53). 3. All beam'' connections to be std, ocraections unless noted, vrhere reactions are not given, each connection shall be designed to support half the uniform capacity of the beam. 4. All shop connections shall be 1/4" high strength bolta,10 welded using E70XX electrodes as per AWS. specifications. 5. Provide aid. cap and base plate for all columns (According to col. schedule) unless noted.'' Provided (2).3/4" diameter anchor bolts at each column And '/:' leveling plate ON. See details on foundation plans. FRAMING NOTES: 1. All Lumber shall be grade stamped Douglas Fir -Larch Structural grade No. 2 or better 1200 P.S.I. min. . 2. Ali sheathing to be APA, rated exposure 1, 5/8" min. thickness. 3. All suhfloorhig to be APA rated COX, exposure 1' , %" min. thickness, All edges of plywood to be set an solid blocking.. Glue and call plywood subflooring to floor joists. 4. All headers 6'-0" end over shall' be supported with double uprights, 9'- 0" and over with triple uprights. All headers shall be a minimum of (2) 2x8 or as shown on drawing. S. Solid blocking shall be provided for all joists and floor beams as per N.Y.S. code or as'noted at 8'-0" O.C. minimum. Provided 2" space for air circulation in roofs. 6. Double framing around all openings (skylights, stairs, etc.) or as noted on drawings. 7. Double up framing under all posts and parallel partitions or as noted on drawings. 8. All flush wood connections shall be fastened with rated galvanized mets connectors, by "TECO" or approved equal. 9. Nailing schedule shall be as per the N.Y.S, building code as 4 minimum. All 2x6 studs shall receive 5.10d nails at sill and plate. All exterior nails shag be galvanized. Li, 10. Plywood sheathing to be nailed with Bit Q 4" O.C. exterior edges and 6d ® 12" O.C. intermediate. 11. All roof rafters shall be attached to the plate and stud with galvanized hurricane type connectors by'FECO" or approved equal. For timber pile fcundaions, provide hurticane clips at all perimeter joist to girder connections. 12. All pre-engineered lumber shall be Oa,igia Pacific Opt series wood -I - Beams and LVL products or equal. All joists, girders and headers- _ shag have bearing stiffeners installed as per manufacturers recommendations. Web stiftenem shall be required at all load and bearing points at a minimum. A single 13/4" LVL RIM joists shall be required at floor perimeters. Handling, storage, and erection of components shall be as per manufacturers recommendations. 13. All multiple LVL products to have 2 rows of 1/2" DIA. Galvanized machine bolts At 12" O.C. I r• yUmow.{ ! N' 'vY-0iAP'i AN3 �� i _ '{f+�'' y t (i r - SUMMARY OF TAI. RkT1t�4 a, r -. I'f.the 'Total Thermal Rutin is"faro (0).u0` design for 9Slreatbrr'th Proposed 3 9 the building envalope,'eonlptt r 44 w h tlrl Ejinigy flops- �'� r 71±kfeNA1 ,?ABLE ?"'l AREA U -VALUE 1101*4; USED " t� A- ROOF/CEILING' B. NET WALLS IHSS`. tI1, G -t t r Zi C. GLAZING Window23�- Window Skylights 01. FLOORS 5%rL r0,5 .Q 02. BASEMENT/CELLAR WALLS Wall perimeter Feet' _ Exposure Above Grade Well U -Value Depth of Well U -Value Below Grade Inches I 03. SLAB INSULATION1 Slab Perimeter feet i Insulation R -Value E. INFILTRATION CONTROL Conditioned Floor Area Sq. ft. f F F. SOUTH FACING GLAZING South Glass/Total Glass percent ` G1. Area/Gross Wall Area Percent, _ Conditioned Floor Area Sq. Ft, .' TOTAL THERMAL RATING x A ' . '• -moi "�. Poor - r 1 to ' i _. ey.�Ggdb " 1 i° z' CL r�Nt i til {s �I ictal LSU 1� �2 y' �--k �,4v. r I ri-(cu i/wv r -r.. H Irl. T'a exlw. WrTC1.i4 GCv y W QF *6 .: HFa0.V11M r1:M"Y &p4 _ .sari iT''Y, sIISTy3M• 'm'' , ,dil 146- l ,u "�4 Z k y 4 dein 7 •p; µ-i[. N �1 r r' JI [ t_t r� I< r -i r _rd 1 r3 ..- l 7 '✓serif ' V rr t: -- ,�r�,� ur-llr a��Ic7t-6�.T�o+-i � -r •�-' �-_ r� Gr. <-t- :.�: --- -- i �r i�,-1-t r�z.,yr '{'",.�.._..._ I-Rc iclftJ t"+y'-''FL+•� I r• yUmow.{ ! N' 'vY-0iAP'i AN3 �� i _ '{f+�'' y t (i r - SUMMARY OF TAI. RkT1t�4 a, r -. I'f.the 'Total Thermal Rutin is"faro (0).u0` design for 9Slreatbrr'th Proposed 3 9 the building envalope,'eonlptt r 44 w h tlrl Ejinigy flops- �'� r 71±kfeNA1 ,?ABLE ?"'l AREA U -VALUE 1101*4; USED " t� A- ROOF/CEILING' B. NET WALLS IHSS`. tI1, G -t t r Zi C. GLAZING Window23�- Window Skylights 01. FLOORS 5%rL r0,5 .Q 02. BASEMENT/CELLAR WALLS Wall perimeter Feet' _ Exposure Above Grade Well U -Value Depth of Well U -Value Below Grade Inches I 03. SLAB INSULATION1 Slab Perimeter feet i Insulation R -Value E. INFILTRATION CONTROL Conditioned Floor Area Sq. ft. f F F. SOUTH FACING GLAZING South Glass/Total Glass percent ` G1. Area/Gross Wall Area Percent, _ Conditioned Floor Area Sq. Ft, .' TOTAL THERMAL RATING x A ' . '• -moi "�. Poor - r 1 to ' i _. ey.�Ggdb " 1 i° z' CL r�Nt i til {s �I ictal LSU 1� �2 y' �--k �,4v. r I ri-(cu i/wv r -r.. H Irl. T'a exlw. WrTC1.i4 GCv y W QF *6 .: HFa0.V11M r1:M"Y &p4 _ .sari iT''Y, sIISTy3M• 'm'' , ,dil 146- l ,u "�4 Z k y 4 dein 7 _510E ELIfV14T/DN LM -rnvYc -� as2arG� �� 104 From", rlmo I G xG OIA aZ'dNi1L --- BRW LING --CAG dOLTEO F � t' L o a a � he Im IIm W 0 x rI O N I h Ix p r F• 4 LU W r ix x 'x WW Q o a N I Q o I p V a o 0 o L ¢ 3 a W o F•JJ � 0 F,1,07 -1,V .-A _ — —P //=d " 3=d" V -__ DECK_ . P�A/V ' 8 K pE Pic' SIP �N�E Tb„�/yl * a f 0322E-1 opA�fE551��//�/ VC 0 N o n1 0 7�11- 7 -OCCUPANCY OR Ar Wgui%amplEg USE' IS UNLAWFUL DATL, B.F'. 'v;Wv2- ,tM. 1, I= ;7— � Pi= WITHOUT CERTIFICATE A D9kRiMFNT AT NOTIFY INkOING 7a5-1802'9 AM TO 4 W FOR THE POI16VANG NIONCTIONS: :' e OF OCCUPANCY, I "PONf(KiNDATIONIWO Rz - EQUIRED RKMMICAM MUM . ROAM At FI.UMBING '3.M � MMIMM LoT 4. FINAL - CONIrmilICTION MUST -fl WCOMINUMFORC.O. ! CONMUC110H $HALL MEET DO NOT PROCEED WITH 11MIRMNINEMENTS OF THE N.Y. FRAMING UNTIL SURVEY 6M a)IMITNUCT11011 & ENERGY Of FOUNDATION LOCATION GOON. NW NIGPONSIBLE FOR MON ERnons HAS BEEN APPROVED. UNDEMNWW=nFWE REQUIRED PLUMBER CERTIFICATION PROVIDE % HR. FIRE ON LEAD CONTENTBEFbAE RATED SEPARATION TO CERTIFICATE OF OCCUPANCY PAU. 717.3 (f) (1) OF SOLDER USED IN WATER N.Y. STATE BUILDING CODE. SupaySYSrEA4C4NNOrEXCEED 2110 of PROVIDE SMOKE -DETECTING ALARM DEVICES PLUMBING AS TO PART. 721.1 - ."A'l PLUMBING WASTEN.y.S BUILDING CODE I '&WATEFIIUN�SNEED D TESTING BEFORE COVERING PROVIDE OPENINGS FOR 'I EMERGENCY ESCAPE AS If copper tubing is used REQUIRED BY PART. 714 OF for water distributing N.Y. STATE BUILDING CODE. system. PIPIN doll be Of types K or L only UNDERWRITERS CE MCATE 'REQUIRED PROVIDE ANTI -SCALD AND/OR T,HERMAL,$Hocx PREVENTING DEVICES AS,TO PART. 902.6(X) `:N.Y. STATE BUILDING CODE. ;-10T I& 1-1-71' Pv;" c2c' 9 PPIV Ii U U a 0 14 STo v -Y I T 77 - 7,71 W co X, PPIV Ii U U a 0 14 STo v -Y I I.I. Fn�' r .'t _ _ S; _ �t ✓.fl, :�k _ _� n„ -G;,.. r ' 1 w I � 1 r¢i f V i t tip SCSI ,< W I : �.y � j LulceP ' .pLry Pto4k. 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'� +'' , 04 , ^1 1, .:, „ . ; LT'u 4-:1 4wi' lei mil lot4 . idle B ai'ae,alurwn ott ?_ afloll <.' pPrrilge _ dtr wit n ire her (x) 2* . . drav�i ne. - - _ G , r. '.,, _ I It „ r, n.,,' _ ' x `,'r rz , : , III' li', , NE . Wa1.LS :, - . ,; ;'r. TtLgyp, S1 I. Solid bletcking ehnN be mvided t eh Dials end Boot J ':: ': # is G xY 1 ”I'l Ni oode,or as, noted et S'A" 4,C. mlOimum." 'Provided r spew I I , ,h t ° , L. hr rood „ C. -,: a k_., r „ .t .., , 1 �, - a .-„T-, . 4 ”, & off, ,Mta� 1md4i 2 tour � GLaaING I J, ii p.i�5'- � I..I: ,,r,,.' i,.It ..bier#+ dPl�,liew .d eM .alb Aten�g ( y B la,, elc.'otdwted tttndew' _ it7 fph" oitwehtion -, 11 6. Donbie rami around all o s ek 11 b akeMq, )' as Nvndow, - —11 I1. ', - :,nk .F.,;,, 11 III,I...',',',ondt,,n8. - Yltghts =- �'—^ .'�;.r. 5, -:_ awl a S Wr:Mh� ..weilrg'to aa' to prevent, lofty F " . ; t _ �, a1i axeiviNmr sad le w I , 7 Double emir under aN m and arallel', partitions pr aa' noted o . LOORS ✓ i� . tl 5, p- I t eitrlbrmadM * . _ Do 1 Wr l}a 8 Pa . P p sy L,4, r 1 }I� ti r J " �.a4...� r..= - 't Oh diawir�s.: „ B2: BA --. —. _y..�_ - +7 . J - i nlev oo ' ', ►a founda(ion,trLNt rheic it SEMENT/CELLAR'NAI LL. S 'a aekd , :. „ -: FIoUj S. All Biiah wood coMeclione,y(1'be tkataued'with''raldd Beiwtdaad Exposure Above Gra W�� �drsV - nll Feet ! �,af+NeldAion,i:l he ibil I, Itl lon'of the atdhHeat.. ' mdtd }orq by fECO'i'otapprotrod equal. I a Grade Faet ,; „ ,,, rc ,rfsra of ��,w� } s ,i'";,,cz ,. Wall U—µe,.us ' , � I , ' f' IJM111n doherlule shall be es the 'N,Y. - , Depth of Wall U' -Value r °,!�,'�' at�fe.�As P}liliWd otllliautWYdll:,ctla'Ictetehes'IUlsilte P. 6' lra! S. bu'Idbi 6wda as a III, Below Grade uw beilltbiterally braced io g P _�_ Inches I 1 i ' la ek ah !'ewFda bt fa111�i1iift NSI 1, nnn1muhu' Ail.2 atude abail reaiva 5«1Gd mils et sill and late. All Jb , �I I, i ". ektoriorneilsalpolbegalvapimd. I� 03. SLAB INSULATION �11 SNa hr;c 1, nNdene q Ir heavy en" PoolN, within �Q (eel d,f¢tutdsllott ngrll uulil �I Slak Pertmeter Feet IG.P word aheethin to be Nehed with ed 4"O,C: extortor Insulation R -Value �, !h4�Cx'951-tl '_ S C edea and _ 'Ir,�I �' Y, 6d4-12",O:C%intermmliiii . II } Mkit!¢)�ipb64atY11fgCi14ndwgkM Aleida l $bo"div_gfercondiliou ;' i E. INFILTRATtoN CONTROL II:.Ai6roof ohm shelf be shed to the plate d with get � oar Area s�aollatr tattoo . r �, b Ft, ,� , V • ,. - , . -' , I„ F. SQIITM- F'AC [,NG G �y Conditioned 'Fl end du vehized SN biurlprure4�a connectors y TSCA' a approved equal. Portirreber PdafrnmdeFtom0.ptovIdalputs"i0111padell,PerimetetJoisttogirder South Glass/iotel1GGass Pbncent' "'+ ""- " - - oalnnectioon. G1. Area/Gross Nall Ar,e* Piercent . „ - -Conditioned Floor Area' Sq. Fill � „ 1L,r 12: u 1 d er be e AN' re e ' acre dml lieu PaaiBo OPI ea' P. t w6udl- .. Baum m�m fmhne ., `j, ' recommend''. J,mqu�d10 admers „ TOTAL tl/mS pi�,n Maul amain or single t���i�i RATING paiMealab n I3dndlin sto shO e e lienors tel per ,THERMAL R y' 1 J'f r("fd mid . egni sPolnMe s ihuru ei ole f 3l4 L�!X t2lM jopetn alul 'be 4% P { %YC 18 10 NOTil : required at floor g; rpip% mod etecBon of 1_ Ir b ornpommos shell be es.li fill anuf4ewrers recotmrmudYHoba. a l 1Nt. aotk ilroft#ding �l�ricetuSntlacrrblenlourutgand ooihe re ttdrlg �kbetI , , ..a to gedtemWnayofACt 0. All emtNlpte Li products" to lave"2 rows of IW DEA. (14ivutized + I t Ib a1l� 11i 3 f,!`of nl A�taptidMil'41oneroterineiilatq, leteak`ileNuon machine bolls at l2„ O C Yr t,;tf t M _ t C It L a iip ' dMYa t�veI "A"Mth oIT mast the 11 11 Iof9l)1' i i ri,r ) ,� Nth I.�jj4'mo- It'A MP `wM be expuead to p^ad ( . L , �" a'IVTI owiilime lh�i be trained. �I �,�rlj 4rI, ttf NolemersteaQdid�ajtwiNbeiMrlnitWexceptrian* gloeeeery. ' b (1tM laluP rsio /: t , t, ''' S 'µ7+ �,f ' 3Q• ft,'., f A'dlet PU�"5M �) (y1old, '' meow 'It�liRdO p� of 'ASI['M Alil! 11 - ° Mite4 4b000 P�$,^(�, , �%r. , "ifr 11141k t, ria to ASTM'ippo A iBi ind stroll have Vs f iktM idon, o175*i*s1 .-'' V d {, 'µ ,, t TO, it'itYkttil i erN'insetta .sleeves, dawelr�iocketsr keys +,1 r rN0.111YJ dYlea! P deed tpj sp°P1BaUaM,nal shall give tnedn+tippottunity tri ► iio pletlu, plambing Mind H #red V ebevta, , ro;r, . e p, eta PoNra!i`Ilel att dteietale Lit l- sequesoe wYh low equal M' ld a , i ¢yl 1 ILLtes� , fd 1 M 11 aryy' Jia P1ae on well compectedporous All 9SYo teak 1FI1 ' 'H M' -"J., M1 bi IM .� `Y u ` Wn ,x,i,N r 'Wy 4a 1N ;r t' _ LL Y 1 I N „ 1� f I ,,��yj�,�y�� lyyy,yj� tlt��t�y=pdq)itcMtttesllYlsf�e`eT�ootrehuciipq 1 ` ,. l4;Ip '„ i��io* Ili I �Y+u1�4`, lhetMYdl of 5tflI , 'O 11 i I W10�4 tyn"-• edl�clG ' jtit,It td A.Ajofs! hI A31 f r5i or uorl beams I 11 I Ita S F"�t, v , ~i , ,h xi b J ' y, - �tl It 1, i ds be plt? bra' ;do4ed, :crlarte : I, 19 ,, xf ,� ,,�_,y ', .,N.r ., 1 ,t1' "'�W'• - ��' a � tMrb V 6Mest � it4 � 1. t , 1 f Yr �M �z n 4 'r t ,, 1'l. ! 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