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HomeMy WebLinkAbout30592-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30871 Date: 04/20/05 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 790 INDIAN NECK LA PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 4 Lot 1.10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 2, 2004 pursuant to which Building Permit No. 30592-Z dated AUGUST 25, 2004 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 CONVERSION OF EXISTING ACCESSORY GARAGE TO A NON-HABITABLE UNHEATED POOL HOUSE AS APPLIED FOR. The certificate is issued to CARLA R ROSEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0144 01/03/05 ELECTRICAL CERTIFICATE NO. 6145 11/29/04 PLUMBERS CERTIFICATION DATED 04/08/05 ROBERT VANETTEN tho ized gignature Rev. 1/81 Form No.6 { 1 TOIVN OF SOUTHOLD ii1 PR 18 2005 �..�j BUILDING DEPARTMENT �__ TOWN HALL bLD,. DEP 4r._i'Nf)l. p 765-1802 �1N�F . J 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: L 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 10%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: i. 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, Co mnercial $15.00 / Date. Q f New Construction: ✓ Old or Pre-existing Building: (check one) /� N Location of Property: _ 790 400 IA / cCOl Hous Street > Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000. Section Block 4900 Lot _ 004 d/d _ r Subdivision a Filed Map. Lot: _ Permit No. '3QS/1 Z Date of Pztrnit. �� Q Applicant: Health Dept. Approval: Un erwraers .Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Q � OC O' 3 Applicant Signature Com 2�0 8` -7 1 t,11FF0l,� ruwn Hnn, susys Man Ruad 1 Ax(A11) 765 1`.U? P.0 aux 1179 1'elopli,mc iS�lj �m tr S.,urhuld.NcW Y,.rk 11971.0450 t it UVILDINU DEPARTMENT �lu 1 ! TOWN OF 8OU'I HOLD �. . _I �' j Lj --r:_-__.1 C E R T I ICATIf) N Building Ponnit No. .. Owner. Qp (Please print) t Plumber L161,tl (!)lease. print) I eurlify that the solder used in the, water supply sy:dcnl :imp+ins less [hill) 2./10 el I° lead J fl lumbers Signatwe) ,Swurn to before me this day oC ��, 20 D.S� Notary Pubbc�}�Y��% Cuunty P1ublTE.c of INw�Y�ak t� j*31,29�� Nassau Suffolk Electrical Inspections, Inc. SA Canal Street • Center Moriches, Nevk York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 6147 Date:11/29/04 Issued to: Rosen Address: 790 Indian Neck Lane Village: Peconic By: Klein Electric License#:4423-E was examined and approved up to the above date and was in compliance with the NEC Attic 1 st Floor❑x Residential❑x Pod Det Garage Basernent 2nd floor Convrefdal Hot Tub Additfon❑X Switches Receptacles Fixtures G F I Range Hood Whirlpool 15 12 9 5 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 3-Paddle 3 Furnace OJ Gas Heat Zones Smoke Bell Detectors Transformers 3 Meter Amps Phase Motors Other Equipment 1-Exhaust Addition Out,Res to rrrc.4lu rZ �'lrctrica/�%ir inn_Gtr, This certificate must not be altered in an_v mariner Permit#: Section#: Block#: Lot#: �0 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (63 I)Z9*-5406 c7q�, 111cp To: Town of Southold Building Dept. Re: Amendment to Plans Carla Rosen Indian Neck La. NOV Cutchouge, NY 11935 To Whom It May Concern: The amended plans that are submitted for the above addition will contain running water and have two sinks, and one toilet within it. Any questions please feel free to call. cerely James eerkoski r�.cticaCDesign & Engineering, PLLC I ' APR I IM ±U io65 Smith Road u�l Peconic, New York 11958 �._ V r, E, �[0 (516) 6u 6402 April 11, 2005 Town Of Southold Department of Buildings No (`v 4 Main Road Southold, N.Y. Aft: Mr. Gary Fish Re: Rosen Residence 790 Indian Neck Lane Peconic, N.Y. Permit#30592Z Dear Mr. Fish, The underground plumbin proposed be installed at the Rosen Residence garage overhang (proposed pool h ` ndian Neck Lane meets the requirements of the Codes of New York State. This underground plumbing installation proposed by Van Etten Plumbing & Heating and attested to in their work order dated April 6, 2005, consists of: o " 4" cast iron pipe and house trap for the main sewer line to cesspool" o " 3" PVC to toilet" o " 1.5" PVC to drain lavatory sink and kitchen sink" In addition, " 'Y2" copper L-Md pipe to supply water". "All copper water lines done with lead-free solder" (certification attached — attested to by plumber Robert Van Etten). Very truly yours, e ' & Engine 1 g, PLLC ti y ert I. Levine, P.E. RILsm V Rosen Residence a �r plumbing oaa►Z ��� S1BN�� 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. 30592 Z Date AUGUST 25, 2004 Permission is hereby granted to: CARLA R ROSEN PO BOX 144 PECONIC,NY 11958 for CONVERSION OF EXISTING ACCESSORY GARAGE TO POOL HOUSE AS APPLIED FOR at premises located at 790 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 086 Block 0004 Lot No. 001 . 010 pursuant to application dated AUGUST 2 , 2004 and approved by the Building Inspector to expire on FEBRUARY 25, 2006 . Fee $ 75 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN , AIT ION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ 1, UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �tifP S G DATE v3 �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r� DATE �� Z © INSPECTOR JANIESJ. DEERK(>SKI, P.E. 260 Deer Drive Mattituck, N.F. 11952 (63 l) 299-7116 To: Town of Southold Re: Plunibing Inspection Carla Rosen 790 Indian Neck Rd. Peconic, NY 11958 Periiiit# To «'horn It May Concern: A Plunnbing Inspection was performed on this Structure, and all Plumbing was done correctly'and meets all state aid local building codes. A pressure test was also performed on the waste/water plumbing systems. Ain}'questions please feel free to call. ct°f �w ro Si Cerel}' z� Janies J. e r P.E. 7x �. DEP` I L 7("IVN OF Sr_THO: D`._ •• mob, 0-0 --, yMPF TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET —7 O VILLAGE DIST. SUB. LOT n&11 1 -,ow d E �r FORMER OWNER '-,) N E ACR. L• Zf>zi.V O ///O/ CA, 4 ARS S W TYPE OF BUILDING .Lou/ a ZA/n/O W /},(ol' 9, (✓aR,gL wES,eI RES. /C SEAS. VL. l ,FARM COMM. CB. MICS. Mkt. Value j LAND IMP. TOTAL DATE REMARKS 1 !5449 D e o 0 _ v � I-co Z I OCA /Fir 0A larz b cA 3 -s ,-e 1 ,8�Fk z 3vo g v o la g - Y_ �s ajn4 23 CO (�f (noZ) Sod v l zy Z e " l7/9 Enc- -Gm1l� AAk)LI ;,u Ec� 2$aD 00 11 900 r / 9/�BP'�19ga9- R,evlaces M 3o 'P--dal L -�t7o IA 70c) 1 OC7 0y IM -Bp , Pool J enCe °N $0 2 a - L ID 0 5 a4allrvl AAho ? 13 -A( �, illable C1 FRONTAGE ON WATER Joodland FRONTAGE ON ROAD 8� / leadowland DEPTH ouse Plot �� BULKHEAD r )talS�F 7 TRIM a -------------- i k 02102 86-4-1.10 02/02 I 'S- 11 Ext ian k 1 d =`}vI – \ a Ext�`n�sion a��C fo_3o C (moo z So - So Extension Foundation Bath / Dinette Porch V– Basement k.�J�–t. Floors OQ K. IZV- , 2 Ext. Walls t Interior Finish S LR. Breezeway Fire Place I Heat DR. Garage z X 2(0 _ �_ 02 S?) ( 24 Type Roof C� Rooms Ist Floor S BR. 3 3S SPoT *0Recreation Room Rooms 2nd Floor FIN. B O. B. Spar '. Dormer Driveway Total FIELD INSPECTION REPORT DATE COMMENTS d b [i7 FOUNDATION(IST) — ---- Qom, T ------------------------------------ — FOUNDATION(2ND) -- — -- m a ..Q d ^j ROUGH FRAMING& PLUMBING c INSULATION PER N.Y. STATE ENERGY CODE /2 Ale71 , FINAL ADDITIONAL COMMENTS d 1! -z rol�. c• m m z 1 4 k z m 0 b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey «ryvw. northfork.net/Southold/ PERMIT NO. i0J `1� �� Check Septic Form N.Y.S.D.E.C. Trustees Examined,20_0 Contact: Approved —, 20 OY Mail to: Disapproved alc / [[ Phone: Expiration 2 _,20 Ok Building Inspector % \ APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS Thi a tic `'du MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl s, aate plot plan to scale. Fee according to schedule. b. of plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. 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 a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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,if a corporation) (Mailini address of applicant) ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (0gk(_r+ &'a Si/U (As on the tax roll or latest deed) 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 w,�,o}f�k will be done: 790 �,u0/fi- r/1/C-6fC1,1q. 57-60 C H use a Number Street Hamlet County Tax Map No. 1000 Section C?6 Block I/ Lot / /D 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 GitRFFE e /O v`F& H,196, b. Intended use and occupancy Po©L- 4o J s E 3. Nature of work(check which applicable): New Building Addition Alteration 'K Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4V 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. e7 7. Dimensions of existing structures, if any: Front��� Rear -Depth Height 17 '6 " Number of Stories ! ff Dimensions of same structure with alterations or additions: Front Rear Depth 16 ' Height ( 7 '6 Number of Stories- IF-I&­8. Dimensions of entire new construction: Front a6 Rear .26 Depth Height /0 ' Number of Stories / 9. Size of lot: Front 3/0 94 Rear a 9 a,59 Depth L/14, p 10. Date of Purchase D Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOA- 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES ) NO 14. Names of Owner of premises WgtQa 1(P Address No !s21A l 9c,< Phone No. 631-79 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) C SS: COUNTY OF546LK ) � L C"Aj being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the OItjmL2 (Contractor, Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 0 dayof200 Notary Public Signature of Applicant NoWyrel. �I /y��,N0.'01AS5022g� Q . y T l..�uamw CM.I..S..Udbk 'Yv�, t:01FYI119810n F-QHRE.INI 19. �(Q - LL �J�1 APR I 12005 N �.- .--- -----, SURVEY OF PROPERTY AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-88-04-1.10 SCALE.• 1'=40' AUGUST 9, 2004 Nov so 20614 (rte✓,,vbae) Vt. 4/��hG„lfcananal N c� GF 1 w 25 001�����a°p �p SUFFOLK COUNTY DEPARTMENT OF HEALTH SER1=$ APPROVAL OF CONSTRUCTED WORKS FOR \\ •R� sN d ,p2v �3LEFAMILi`RESIDENOE Afa o-4' 'Po 4 4(6 s Z , JAN 0 3 N$, Date H.S.Ref.No..rZ/C -0 YX S. Tta aeoage Obooaal anti mbf euPply factiff”at Mie location I417e been \ \ p InMDecmU and/w caftifiod IN L',4-Deoadmeat w other agendea and found to PNDR�YIS \ o M Cabala"FOR A MAXIMUM OF (J OEDROOMS, v g W' „nI" c a I ; Welter J.Hilbert P.E., ,MMES NG�+,9^ 292,59 \ do s o G Office of Wastewater management � s \ 5 On°L LA ea aµ �. 'o T n P H h L TO t 5 3 C S A A✓ p f(fi �$6 i v eA°+ u. pg N � l-rr r�37. 7 O o Neil Of) / pECF GOP- pis 1001 T � 4,P fns e kn \ / 0 +yo s n s+ + a,. TE An. TOPSOa. ne aur 0 % a rre• LOAM OL \ + + 1 SAND SIV 0 135 Elevations referenced to an assumed datum. I am familiar with the STANDARDS FOR APPROVAL P AND CONS7RUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ,1 EDF NEW y0 and will abide by the conditions set forth therein and on the �.Mari qy permit to construct. `' .0 The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ` LIC. NO. 49618 ANY AL7ERA 71ON OR ADDIRON TO THIS SURVEY IS A W0LA RON 1!17REE(TOF L'OI .C.OF SEC71ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW- A=MONUMENT (63 �! 31) 765-1797 EXCEPT AS PER S£CT70N 7209—SUED/NS/ON 2 ALL CERTIf7CATIONS =PIPE yes of W/II P D HEREON AR£ VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRASAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF TH£ SURVEYOR AREA=29233 ACRES1-119 WHOSE SIGNATURE APPEARS HEREON. s SOUTHOLD, N.Y. 11971 i' 4 o 3'•�I' 4 qu ate= - -- - ( ---, r �4 I �,J, -T - I p . V - I uT25 , „i I QFEss1o�,• C? W 0 L 3 + Q K rcc ,I is i o L 3 0 z z L ALL CONSTRUCTION SWL ----------- NTSOF-I REQUIREMENTS MEET THE Roc CODES OF NEW YORK STATE. I I CERTIFICATION OF j il � I NAILING 6 CON NEC TIONS Pn REQUIRED. rV� �✓�.,.% kG �j.5 � 1 N Illi �- �-- il I SOF NEW y� V I . , �. R r�.1 v P DEE ,I, 'CXI�1I-ju(��I-��+ �d WG.t`ileel f� _-� i I 011H � lod APPROVED AS NOTED - -- ---- -- - k- — �y DATE `` •F--`------ ------- -----�� 7-. FEE: BY: . � � NOTIFY BUILDING DEPPRTMENT AT .ynDERWADERS CERTIFICATE 76S-166P SAM TO 4 PM FOR THE v Iln cl REQUIRED FOLLOWING INSPECTIONS: 0b �^' - ---- ------ - 1. FOUNDATION - TWO REQUIRED N FOR POURED CONCRETF I it 2. ROUGH - FRAMING 8 PLUMBING ,. 3. INSULATION OCCUPANCY OR 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. - _J USE" UNLAWFUL ALL CONSTRUCTION SHALL MEET THE o n REQUIREMENTS OF THE CODES OF NEW I t4 JITHOUt CERTIFICATE YORK STATE, NOT RESPONSIBLE FOPRETAIN STORM WATER UI�oFF f L� OC'UPANCY DESIGN OR CONSTRUCTION ERRORSPURSUANTTOSECTION -1ifC OF THE TOWN GUUh. a � a � o N D a j l _TTF - _._�—. ._ i ----------- .. - _ --- -- -- ------- ¢ o � G' �x-I•ci 2x8G 1� qtr �>4- AL UJ cc di J L G -VL Ha a IL l�? 1 1 cc It 3 -- - _ Lu 1 -- I I - �� ( E - I Z Z n A r I I r r 11 )� f � { �I 4 1 i !IL il11 1—.11:7—� i 61,666A 0 10 � Ir �6° ' �7 p Flu /Pall k� rlN.�s� GugrLx�2 ek4 'f ccC; 4-a, FSre1 �X'I•a"�I�,.[,::1 i?r,;.'°:�1..X��;-�-l� l ��.k0�(ok(nf�t4S y "°� �� 1 r d 0 Q I CL STRUCTURAL WOOD PANELS FOR:WINO-BORNE DEBRIS PROTECTION FOR WYLOPQMN6PPDTEc1+fNICF126MP138ECANPWND6116T6 , (MAI6MUM MPAN ROaF NNONC6.•1, - ._ _ _ - __ .__ ._ ._ _ I MULTIPLE SECTION ASSEMBLY: 114" I AW915- THICKBOLTS®2'OC 0115' CJ119EKIENr S1E SO_ 10 O6 -26.935 cN1s,-, CY1i3 NT 27, .3p 2AXT7+1P' 8.0 10. 406 2E$ 34.T 10 alazrlD' 4IIpiI 7- CYISEMENT 1:6 22 - 10 416 25.8 10 .n G1W f46, RT 10A ZO 416 7 '34.� 40 T2'7T6" a l m 3106 /all 11.00 LZD' 41674'.7 -26,9 40 XR+a' .4 SwI NDDINS 10�E ANDEpsEN NIGH PERFOg1A'APIC$`1DR APPROVED EOlN1 ___-_'�. ,_ .__ f - _.HAVE OP LFGR4DE 7,i"x B'10" A .il Iii l 1 I hirt+()r�wr� euLas6oEASPER_ E _ wieAei >�A � M_ENrs !` _ Cl1�OMt�Q.LE'8-9EE E4EVAT(Of8 . . .__ ' 1WN.LOPENh13S1-IMM UDISVW41DOV�fS1300M'S){gU,9F?�CIEDNAiM' .REMWFAECE6�R'YWM . 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T zl"-'I ' PLYWOOD(OVERLAP AROUND OPENINGS 1:67 dES Tl£'DESICiN PRESSI�iE' iUIREpAI�' MLg};}RR'NgFERLMD370 - LABEL CCOAEWG16 LOCBATIOTERIOR PAINT 23WES,4EDGE3. iHEfERro SECRONR160$1-I,FO_ ALTERNgTNE OpEMN(;pROiECIgN -"'"- - --7— .-_ I_ - __ r _ MU3f—�REETASTMEt9S$�7F�CPE� N'3J�AS RERt VVQRICS7ktIJ�L fDaaslRuCm`DN&i[1E i i ,j l ADCDRDING t_ r - - i ATTACHING STRUCTURAL PANEL:FASTENSOIBUILDING Wl NBXW(WI WASHERS)GALVINI2ED OR J I - 1 STAINLESS STEEL WOOA3CREW 9 78"O.C.OR BETTER - ALTERNATiVE FAS,TNER FOR allUT17ERTO 13LALOING: - 1140 TEE NUTS ATTACHED TO BLDG:WI011OX i Yi'(4,V WASHERS)MACHINE BOLT a 77'O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILchmi VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4S01b6. Z aN LU C7 tTSR Abewm LY - tD US OLT', NSR PANBL'SPANB:W-0"OR VWNR SPAN Q SPECIFICATIONS AND ASSEMBLY IDENTICALT0044'-0"SPAN, z NOTEADDITION3 g � 2x4"BTRONG^S49K15,6 24^DO - 7 ASSEMBLY �EOF NEIy YO i).PREAS'I{EMBLE PLYWOOD TO 208;010X3"(WI WASHERS)GALVINIZED OR STAINLESS STEEL 6 AP 1.DEEq WOOD SCREW*12"O:C: _ S 4� '} Cb — Al 1iiRNi7LF1S/'E FOR OFd' ROOF PROTJGTION d, WOOD BiRA/DTUpAi PANELS WITH A4A(NIMUM TNICXNESS OF Trya'ANq MAXIMUM PANEL'SPAN'OF 4'A' SdALL'SE PE'RMITT"FOA07FENINq PROTECTION IN GRAND TWO STORY BUILDINGS.. PANELS SHALLOE PRECUT TO COVER GLAZED OPENING$WITH ATTACHMENT'HARbWARE'PRQVIDED.. (REFER TO SECTION 1,009.1 4A'ND 1600.8.5 AND'TABLE 1600.1.4) TABLE 1 0 8.1 .E ' WINOBOHNEO6Bp18 PROTECTION FASTENING SCHEDULE FOR WOOD$TRUCTUAAL PANELSz� � -__ � �-L+ w w - F BT A N CN - FNSTBNE,R TYPE PANEL$PAN<2'Y-O 4 PANE 1'.0^< ANEL`j 1P L ' . b• AN<.4-0^ PAN<e'-q` RA d ' FIRST FLOOR _IF_ lJ+..f-} 21)2^ t8 WOOD SCR S 10 -- 14 - - �1'i 1- - PC SLAB +1 ^ ,0e WDQD$cR + - " - „< I ,n , •UF�NEW :: $r Pxa*AeLEI ,Bn�aeD-Qyp MANI IIB ,+ - - - _ H !A, fNLS' - �y3 O HEIR'@r-bFe>r-0�'b LES! 4 16 - - MUM WIND BPEBD7BE4bN0 GUST)OF 180.MPH'ANp MEANROOF Zg #} THE W4bd STSUCTUPAL PANEL: cc - Lj A77ACNECUTIUEINflY.B TT N'AESISTANT ANCHORS HAVING : '_:,� t t R� + - LU EN R$t)HALLBE INBTAiL60 AT PP SING EN OB O T W a.,WHB 6W8,AREA , A4PIED TO MAeDNRY QR MABO(tFY I STUCCO TAY SNAL4d$ RATIa O A MINIMUM WITNI7RAW4 1 � CAFAGiTYOF400 C$$. � AgOFES 5 N L ,m . GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES _ ._. ._ _ _. .CONSTRUCTION _ _. NAILING SCHEDULE 1 The on this ction s is to c design 1 All walls, 6,to tent and framing details setof am intended as a contstruction sail,notla substitute to be 192 douxes fir or bene be stud grade or honer 18"o/a All other naming material TABLE 3 1INCLUDING 3 3 A N D 3 4 i 9 Y 9 1996 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practioe and compliance with current New York JOINT DESCRIPTlDN NAIL QUALITY state building codes The general Contractor is responsible for providing standard 2.All wood framing In Contact with concrete or masonry to be pressure heated. NAIL SPACING construction details and procedures to ensure a professionally finished,structurally ROOF FRAMING sound,and weatherproof completed product. 3. Provide double floor joists under all walla parallel to Poor joist span direction unless RAFTER TOI TOP PLATE TOE NAILED 6'-0" WALL 3-ed PER RAFTER ! otherwise specified. 10'0" WALL 4-ed PER RAFTER CEILING JO IST TO TOP PLATE TOE NAILED ' '2 t 2.General Contractor to Coordinate all sub contrectaro6'-0" WALL3-ed PER JOIST , scheduling of work,and 10'-0" WALL. 4-ed PER JOIST O interaction between trades. 4.Provide x-bracing or solid blocking at a maximum of 8'-0"GIG for all dimensional CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 7 EACH LAP Qi lumber flooroists. CEILING JO IST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3,7 EACH LAP U I COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3,3 PER TIE 3.The general contractor is responsible for ensuring that all Work and Construction BLOCKING TO RAFTER TOE NAILED 2-ed EACH END UI 11I Q meets or exceeds current federal, state,and local Codes, ordinances and Regulations, 6.Floor construction:•/."tongue and groove plywood subfleor. Finished material to be RIM BOARD T 0 RAFTER E N o NAILED 2-16d EACH END w m to etc These codes are to be considered as art of the Opecifiwtlons for this building applied over oubfloor. Glue and screw plywood dmki to flodr oists u°$ !� !C P, g PyW� 119 j WALL FRAMING and should be adhered to BV$n if they are In Variance Wltil the p180. TOP PLATE TO TOP PLATE FACE NAILED 2100 PER FOOT Ali 6.All window and door headers to be minimum(2)2x10 unless otherwise specified TOP PLATES AT INTERSECTIONS FACE NAILED 4.1etl JOINTS - EACH SIDE I 4. Dimensions shall take precedent over scale drawings do not Scala drevAn s . All interior headers to be 2 2x10 unless otherwise specified. 6 T u D r o STUD FACE NAILED 2-15d 24" OIC P g ( g ) ( I P HEADER TO HEADER FACE NAILED tad te' OIC ALONG EDGES �li til jl ' I TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2x4 STUD 5.The designer has not been engaged for Construction supervision and assumes no 7. Provide full solid blocking under all bearing walls. 3-1 ad PER 2X8 STUD ;I� I responsibility for construction coordinating with these plans, nor responsibility for -1 Oil PER z x e STUD ,'1i BOTTOM PLATE TO FLOOR JOIST, construction means,methods,techniques,sequences,or procedures, or for safety 6.All beams CO have edegUeto bearing at each end or as Specified. 6ANOJp IS T, END JOIST, OR BLOCKING FACE NAILED 2-16tl ' - PER FOOT precautions and programs In Connection With the work. Thera aro no warranties for a specific use expressed or implied in the use of thee plans. 9.Al flush beam and joist mtereectioto have galvanized hangers. FLOOR FRAMING JOIST TO SIILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST W! BRIDGMG FO JOIST TOE NAILED 2-ed EACH END Zli 1. 6.Refer to floor pians,exterior elevations,and Window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with W exterior rade :LOCKING 0 C K IN G 70 JOIST TOE E NAILED g- yp l plywood Of ail EACH ENO windows. All windows to be Andersen high performance quality or approved equal. I7116"mage 58 ptyavpd, group 1,APA rated. Plywood to span over all plates and BLOCKING TO RI SILL OR TOP PLATE TOE NAILED 9-16d EACH BLOCK I� IZI . heetleRe. LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST y[IDw4{I JOIST ON LEDGER TO BEAM TOE NAILED 3.8E PER JOIST II 7. Door and window headers to align unless otherwise noted. BAND JOIST TO JOIST END NAILED 3.lsd PER JOIST M! 11. Provide insulation baffes at save vents between rafters. BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-10d PER FOOT ZII 8 General CoMReGtor is to ensure that masonry and prefabricated fireplace ROOF a H e A I G construction meets Or sxceede all manufacturer's specifications and applicable codes. 12. Fateriorflashing to be Correctly Installed at all Connections between rook,Walls, CU' chimneys,projections,and STRUCTURAL UCTURML PANELS ELS penehatlons as required by approved construction 4'-PERIMETER EDGE ;DNF . 1a" OIC - 0" AT PANEL EDGES O' H anAND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Zi 9.GeneralItems okcase and CooMinantry,cothe Owner and the plana for all pReC$Cee, INT(:R10R ZONE . 10" OIC - a" AT PANEL EDGES AND 12" (� bran In items such as bookcases,shelving,pantry,closets,etc. [:: ed,77 AT INTERMEDIATE $ PPORTS IN THE PANEL FIELO I. 13.General Contractor to provide adequate attic ventilation and roof vents. FOR ROOF 9H EATHING W ITHIN 4'-D" OF THE PERIM ET R EDGE O THE R00 IHCLU GING 4'-0' ON EACH Slp OFT E ROOF PEA N, THE 4'-0" I , 10. Provide hardwired smoke detectors,with battery backup,on all Room and In each PE RIM ETE RI EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED lid bedroom,verify with local code requirements as per Section R317, New York State 14, Provide appropriate soffit ventilation at overhangs, GERING SHIMATHING Residential ConstnJotlon Code, Install carbon morroxide deteCbfe as per code. G NELPLUMBING NOTES GYPSUM WALLBOARD 6d COOLERS 7' EOGE / 10" FIELD WALL $NEAiT f 0 GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and STRUCTURAL PANELS .' EDGE ZONE - 10" OIC - e" AT PANEL EDGES AND 12" AT safely requirements. Id INTERMEDIATE SUPPORTS IN THE PANEL FIELD 1. General INTERIOR ZONE . 16" OIC - 6" AT PANEL EDGES AND 12" 1- Go RelwmreOtoewpkna,el adeN,and details Intended ail AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD heights of finished floor(s) above typical grade. 2.If wall plates orjoisfs am cut during the Installation of plumbing fixtures or F IB E R B O A R ID PANELS 7116" ad 3" EDGE / 6" FIELD Q " equipment provide hrecingtode framing hack together GYPSUM WALLBOARD 26/32ed 3' EDGE /6" FIELD 6d COOLERS 7" EDGE 110' FIELD Z n 2.All footings mfr On undisturbed Sol .' EDGE. ZONE - is' OIC - 6" AT PANEL E0063 AND I2" AT Wv � GENERAL HVAC SYSTEM NOTES HARDBOARD 14 INTERMEDIATE SUPPORTS IN THE PANEL FIELD W 3. Provide W expans'IQ1 Joint matedal between all conorete abbe and abutitng 1 e" OIC - 0" AT PANEL E O 0 E 6 AND 12" K,� M 6d AT INTERMEDIATE EATE BU PPORTS IN THE PANEL FIELD (� rD ConORete or maaQnry walla occurring in exbdor or unheated interior areas. 1.Mechanical subcontractor Is responsible for adhering to all applicable codes antl safety Requirements, FLOOR SHEATHINO 4.Concrete On 4"$tend or gravel fill mlrempm,WIM It"-10/ID who,mesh reinforcing. STRUCTURAL PANELS - 1" OR LESS ail 6' EDGE / 12" FIELD +Interior slabs.to be pkCod on 6 roll.stabilized polyedryhrlle vapor border. 2.HVAC subcontractor to fully coordinate all system data and requirement$with the + A' 4 I E M A BASED L q G IL 0" Al $ A A NAILED " O 2 equipnwntawplier. PANEL E,OGE Tb OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE 6.Provide MV64space ventilation per local wife requirements, CO'N,MlRIM,. SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH � r- 3. 3. HVAC eahCerlhactorto provide fi0at6 item layout and Submit W-HON WALL SHEATHING Is CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE Z "p P Y Y g general IJCEO VO toted HAIL PER FOOT _ 6. General Contractor to install cop-r-tax(ar copper)shoe medal temliM shields wnbaoWr,owner,and equipment supplier for final review and approval. CondPoona. masonry surfaces, TA4 c't14lal wlrvo EDITIoN wooD- SOUTHO D, ILDING DEPARTMENT CRIT A m oetw'eSn all wood surfaces that are exposed to wnc rale or me KW 7.Dampproof exbrior of foundalfonwith a bituminous.sting As per coda and Sall KWCQDE �F4Fwaii All el CTIONMANUAL i OCCUPANCY ION R� S NTIAL-SECTION 310SUILOING CODE N.Y.S. . -&MMV�I/IND'PROTECTION CONNECTION NOTES RAFTER saAcwG lO�o/c I ' USE GARAGE/P LNOUSE-SECTION 312 Adopted hom8landard for HUMcane Realabld Rasidentlal Construction;SSTD 10-98 �12a man FAs,TiEBT N/iNDSPIEEo _ 2 EIGHT 18'I4T. and 100 SBC High Who Edition Wood From Construction T FIRE AREA(ifj 312 SO. FT. TOTAL GENFsRAL FLOOR PLAN NOTES _ Fasteners and Cgnnedara for Wood From Construction "ROOFROOF NUMBER 3 TYPE` F CONSTRUCTION D FRAME CONSTRIJCfION PITCH PAN OF NA71S 4 DESIGN C RW PRESCRIP S .-1096 HIGH WIND EDITION WFCM 1 Dimensions shall precedent over scab drawings ng 1.A Continuous load path between fwtlrigs,foundations walls,Room,studs and roof .______�:!2 _ .-..?2 ._.. _. 3 5 FRAM ME SEE FLOOR PLANS AND SEC 1OW nge(da not scale dtewl s). le - --4 8 DESIGN L ,',DONS ,RCE 4 framing shall be provided. 2.All intedarwe9e to be covered with-A"girpsuln board With mead comer reinforcing. - YD E 7 NDOW AND _ .E LE .1$EE PAOE 3 Tape,Rest,and sand(a Goals). 2.Appmvad'connodars,anchors And ootharfsabnirlg davit=not Included in the - _-. . - 2e 7 8 LQAD PATH ESE "A" 4-4 Standard Building Code,Tabb 2308.1 shall be installed ih easordeloor WM - - 3z-- � rn. 3.Walk commali 19 00ge and hour to hew a layer of 6M",rRe rated gYPaem board manuNlctlefs re ommendatlons. - - -- _ g SCHEDULE , PAGE 6 Ir _ at garage side with W-D"rctum on adjacent Wells and cel ing MaIRIP dubtl lumber _ _ 6:12 1$ -- - �3 10 QINFNS3 VVINDOW SCHEDULE mquires2 layersof Wa",fire roNYd gypsum board. .. 3.Wellplaka,connectins.Screws,bolts,andmai)4 exposed dtrectiy to the weagla,cW - - - Rli - - -"4 11 PL INSGIRIBE GRA AGE 3 . _. . _ -2u _w 12 FI „OTE - ,FLOOR PIANS AND SE ir-'il L . les,shall be board,or wet ,LAT rboertl or equal, 4.*Or**wends or doom I Mrmixt dod shoo tae paral a filing PPS windgws antl daps interni 1nIMe abet ury 4.Alt', rasa`to have wafer - -r _ _ - x4 5 subject ro urs Comoeton in wsfaf aRe 4atl1 and toilet aro!walk and carol Adjacent b wok a - galvi izbd.' 13 US DES N' . QAD D Lt'nk sat On vAxlde - � - . - . .� 3211 . , .. -� ENERGY ' ULA �� � SEE TTACHED,1INAi � ;�" ' roSktam'eyP - ._T_, ._ -_3s . OF NEfy X and siding �- - - 01114411.� adxsWdar antl at lelet one awd�avtk�h side oftop pellfn! ora ddppk a 72 -*"1e -_ . , a 14 ',APSE 3 DEEq yOq� �' p N E AL - _.. - - WEATH RIA1G: /I :,5 7 RNge 2b ._ 4 QEPRAPH DESIGN CMT MA s4 T ojF �,o , 1T IF - L - I � . .ED8. a _ , y ' C 1 , D 6'. .eMpesholf,beadadutlloeachpairofappoatngWhis sxceptwflerecollr 24 5 CLI TiCANDGLE . 3 40 ilea of if O w:2x4luMbor is bcated in uppa tNM df silk joaiCkaml Nkall to emch pelr .._ _ 2,8 --e E �' r ¢ �1 / i• 1 d T.H U T AGE 0 o[2daRe. q2 _ Q FR©ST MEr DE 3'-0' W ATTC WIT E 40 'S.UpliRconnectorwahaHbe-prcM.Ohdat,epch;wRerbaadhg,' - i1 1z 12 _ S2 2 TERM MODERATE TO HEAVY �r!}^ .L ! R, OM THEIR A SLE .P N ROOMS] 40 - _ - ._ 1e _ _a DECAY GHT MODERATEtt uF0 p RU O 5 L11f pR F SD 7.016orto#am hoid'down;to be provided axMrtor 20 -4 W R ES, N' .P. 11 env, r A'R C U,IT tmcfiBr'bb1U'hsNai s min. vefY be an@Yarytl n 4'pf 24 ---i p" 3HIEL ,�_ - ASP R MAN FA RER �OFE5 1 BL E Y -is C R L ' " P. 'IC`BTiAN"DARO 6.BIg Pleb, ntlatbh bolt dk o oFd/M and 3"x3",x 196 lwaakin; ,A _- 36 9 FL I F� 9 EOIFiCATION3/STATE CODE eco a LA MENi Q to FtnJ Anahorege 9IIIAR�' lldadsn _'- ai -- TU . B - MIMMUmofoneagdforbgnShAllbep rvded A*IR�S to 12'Inches I**"endof . eeLohgklda. Apdi2r bdpt chaff hove a,hdnlmum emlladment:ofi7mcl'IYIO NI-aonyieter :-- -� - ---- - -'-----' G' 09 011i LOAD Oni ibe. mngnryfouMd , Anchor shelf beJOeMeo within'12 Inches of corrteRe`andist I, epaeulp-�'not exoeai ing'4 feet on gerta.---_ __- - aRv a " ! - THESE.MOTES'MEGENERNS,CONS'TRWITOI+NOTES; " EYAREND,T- - , - , r]. 8P,I001PICALLY4Vfk1'ft"F0{3,*1SPLANF 7HEYAfjB,10'BE,;66481DEREDA3, 8Jt UR E D GO' Y - B2 rn tSVNEAAL GUTAIE ''I NES ONLY ANatHip LD'IE,DtSCC p 918TH YOUR . p, ., 4ENERAL CONTRACTOR BEFORE CONSTHUC'YdON GINS.,^ - a - - - 41 a cy - A iL RIDGE RAFTER I USP 83268 AT 21. ' A RA'h` FR7FHJGE/RP4fTRwrrHar �w RAfTTTt 1 I I ROW RAFTER _ElUD,ROVER ,p' - r USP,Rve OR'421!'aTr . - TOP PLATE--, TOP,PLATE USP RS268AT 21 USP Rl6 Ugp.R13D . USPA4260 AT,18"' - - u0ts tMu US BP� AT1 - 88260 r" WALL , W D WnLL�ruD� � � co DK JACKSTUDS A RAFTe OWIRAFTER WITH-Cr^ - ' R326o.21. ; 1 RAFTS _ . � RW. E 2YeM}T9 � �x ; I .. B FTEIW ' . . }AIEVSTUD Rt2p RAM*PtATE � . . -",0w_ ar rsrua aPLATE/STUDP wT,6a�� RAFTEl�PLATE - Fi ADERJ;WCK RiS xrs� RA ARAFT - �' C b C EAMPt CM MD W„}r _ - D FLOOR TO FL :}Cis �or R32W V � --- _- —` 'NP•P1©„��ST� E . STuD/P' TEV ILL - r . STVINPLAT9 i Rte..V" LPA" - - - PU4TEVSILL . . - 8F .W-� � 'F" ANDHOR OLTS 6TB1I •' G PO$TANDROR FOR= OR DEPS- -' PAWS ERIB6 �r - POSTAMOM FORCOVE P 5 CBE 3ERIEB 0R 2YA 16":OICCOLtAR TIES MBL —_ - - POST I � - ' USP CBE -- P.C.FOOTMa - 1$1FLOM WALL$TUD ' . - 1$T FLOOTA�WAL43Tu4 - - - � Ir ,. m f1.00R PLATE 10, 1 14' t�, G *paw ,,., ; RhrF .,, ,. 9 wFl t��RB PLATTe', T �NGHE3RFOitCOVE USC++4AGSPtAHq;/kT3� g a 6e• - :981;, - IP4AE�, ��� i __k73T � Et: 18T. . . - ��wuaras'�aq �,'t T 4 n i P t � U8P I� W I F F t � - p f OP ' NP I 4 1 .A� y Y77, _ 1 �. q- HOW 1' f•. � 1 fix. �I • 1 3 �T r '�.r GI' ii VIF FV t 4 I, .., I 'J q ,- 1IF jtl r� 41 LJ W-4 77 Oftv. S rtl'. t ,x.�v 4✓4 _..�. p4 '.. P. 'i '� , ^i "Y�. f r, .� •.! x 'x. .l '.a i1.. . %. :�� a # - -.,.," y - �• - i,. ..i... r 3, .u.. � 'c�.. .: uu . ..y .�4y ':.;.-.4 •.n,",., 4 ..,` _ 4 Fol..� . . i 'R 1 .,J,h� ' 4'ik :-r ., . J .?a hdt ,., n, � t,n '- , ..- 'f j-, • " t um a i y m Fri— uj — / i . I . r-I roe o m 146W cc � z a o t � 1 .ISI �p G l 1� �1 •��vnfe. �"os, h -G}cW!,� = CXIJ ' 135 .,r- - ._._.._._.� -._...�._..- ------- �,w 21gi' S' a° 7!glr 1�4Upr(lol� 2 sraws 4 1 rb, 4cc .u�a — `Aq��ESrs3U� OLL i' j jai 111 STRUCTURAL WOOD PANELS FOR WEND-BORNE DEBRIS PROTECTION FOR WALL OPENM PROTEGTi0N OF12D MPH04RCCN0 HAND W6/x -- �- --_.— _— __ — (MAMMUNMEANROOFHGOHf.061 �y a < 2 -- --' 10 415 25.9 347 w 8.1E 8.5 � EAEFif � 91q'iG1P MULTIPLE SECTION ASSEMBLY:114° C145 CAS 347 40 , — OLTS Z OC' CH225 CABENIENT 27 8�. 70 '175 25.9 3t.T 40 Ej `m3 c I Gj / THICK 8 __ 4'ttl' r.4sEMENF2414 w 1 CN7 - 5 _ - 146 _-" G4SSLB:MT_ 7 -26.8 ' 3155 FR40E0 0.11 11.0 ZG 45 - -EQUAL ' W-- TO BE Ala1ET�EN WGH PES -OR--� -- Irc _ 7pN3 FORWP00NS TAei.�R301i1(.6 2)TWN'7twO,t_v12a6wDcI BBAAS&EIGDY*4DSFKPff6WAN ASR Bcd-A9a'-Bt`ulLAflEEs EP^�SBEP.LEVATgI�----` _ _ - fi-- --- w STATE BUILDING OWE &0"M/OOD -iW 11VAW.OPE1lMG_S INCLWINGWMCWAI�B AND bD01tS 6FlALI.BE _ WITH 54A7EM11140F 8-0' SPAR. FA37EfERSFORSPAN61P 10b' I�U'-BE 2191-NS _ S(XYBSAT I6"dC FPS7EDEPS 1 --_. SPANSU -,-i6ed'SFNLLBE�96ATIrOr- TABLE 1212 - ,,,1 �NNagWufEWND]Q�ls^M 7i¢Applil014 'A 12"%� DP SBL STOP (SILL SRN+S 7pTALAin ' ' � N R SSp"M@LV --MID REWRE 1NE1m_s'rAuailoN ofA s-PEensH L�rTiVCLtwI1H OP WPaRADE sILLstDP KIr) l_ -- - --- - z JiW° FOR PANEL SPANS:O'<4•-0"WIDE SPAN L" -� oi -�---` . TABLE 1666.1.4. ALL IRdis MUSTMEETOR E)O;EEDhIE DESIGN PR-`ESSUPE IiEWIPE0._�M111LLED tlSCMUSf6�ETO1R DCEED -- -- --- PRESSURE RE E4 16M11ST�MEEfAS1M1E 19BO6R� RE AAS ST ALE PESK7ENnAL C4rNSiW%.'i1O1QDE. - -_: 23732"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROWN�OPENING64'� �FERTOSECIION Rt50B. - - - + 1 - - - -- & I ," USE AC GRADE WI 2 COATS EXTERIOR PAINT23iDEB,4EDOES. ( - - _- - . ._ - . -- _ .- - _- .. L LABEL ACCORDING TO LOCATION. - .-- - - -- I . I' ASSEMBLY: `--- - .- __ ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w166x3"(wl WASHERS)GALVINIZED OR a c STAINLESS STEEL WOOD SCREW® 18"Q.C.OR BETTER X n ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 610 TEE NUTS ATTACHED TO BLOCS.wI610x 1 Yt'(WI WASHERS)MACHINE BOLT® 12"O.C. 0 , � WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAW4 CAPACITY OF 490 lbs. g SHUTTER ASSEMBLY O � r N.T.B. Z n FOR PANEL SPANS:4'-0"OR WIDER SPAN - SPECIFICATIONS AND ASSEMBLY IDENTICAL TO O<4'-0"SPAN. - ". t0 NOTE ADDITIONS: - - 2x4 STRONG-BACKS 0 24"OC - - ASSEMBLY: 1).PREASSEMBLE PLYWOOD TO 2)WS:III 10x3' (wl WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW® 12"O.C. 4"0 ROOF VENT _— _— ROOF ALTERNATIVE FOR OPENING PROTECTION �,IWETL'.aft 'NEW Z WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF TI10"AND MAXIMUM PANEL SPAN OF 6'-0" 'I f BATH I 'f SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS I ` _- _. - w SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. • 0 (REFER TO SECTION 1609 1.4 AND 1609.6.6 AND TABLE 16091 4) I 11114 1 pq 1 V2 r - ISIJK� SLAV C7 TABLE 18'08.1.4 - - �� , W.C. �� w WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 3u 1 �1 __ � F.A.I. FASTENERBOA CIN NCHE9 PANEL SPAN <2' 2'-0"< PANEL C.0"a PANEL 6'-0"­-NEL - FIRST FLOOR FASTENER TYPE 0' SPAN<4'-0' SPAN<6'-0" SPAN <F-0" PC SLAB t 1N II3 tirz I TO SUFFOLK COUNTY Z 16 16 12 9 C.O. 14 14 4- - �:4. - - DEPT OF HEALTH LU 2112" 06 WOOD SCREWS _.r19-- - 4 T ._ w 12 W. SERVICES APPROVEQ 18 16 1E HOUSE SEVER UNE. A ` �2 2112" 118 WOOD SCREWS TRAP U o A.THIS TABLE I6 BASED ON A MAXIMUM WIND SPEED(9 95COMO DUST)OF 190 MPH AND MEAN ROOF SLOPE^118'PER FOOT PITCH TO DRAIN HEIGHT OF 33'-0"OR LESSLrJ'T B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHORAWL CAPACITY OF 490 LBS ,r,�QF NEW). t� PLUMBING DIAGRAMo sio `� i it �I jt I r c�ri i 5 2004 i T: — 1 I - - - 3 W it g a � i 1 t y 1 7. 541:l (2y-bC Je Itvl�,c I s L N2. _ A xy kk 7M,', (J Q �'a'I'iiN Yeti:LVL K f �acjq � •t F v Anr4 4 �r k SLr„ �' 1 *'r...-...�.... f * __ _ �. � ' i Ir 'i '_. . f ,,�� I ,ifT. �I �v_i L�-•L-_�I i- ' ;,'i_i 4 "1' Lu - � I h'ariIr rS ' r Yar r ,1 u a 1 i e #L`a] 4 : 37j,�,u�-.' •;- �Y'p " Y "+ .r�: I+ 4t9nL'. i L " ':. 1 �. - q �"#ye V r . 1 - ..+ r s 3M✓�.'w 1 Si g11�, - ., . . �" Z•a x1P r. -dw.»-mow- +.w aM r v - r J,.. s_ a•.' � rF.. „ ,. , .:, ,k -.35e' 4- r f.- ,'f., a, ! r!�._ - ..a '.r R ✓r� �.' ..,;�' ." ..:,,i .- h ,. .r_ ': -,. .'d.n' n- .r .'A ',+:, -4' .. .'w . : ,_ y r .{: .., r_ ., �� „Y :r . +- , , l - .,.: ,.. . 1. < < ._:' . . .. , 'Y- w . ... , :-.., h' ,P'- C rxJ - a l : �..n ,r' " . z. .;r �:xi ">'• `k"r.- S:. ice, F S:.L N �s':= .�' �^:. ' A+.. � y � yj .1 ,�.d. _ Y •,^T' 'A�. Y a��, - s 1` Y- Iv ryk : d rij y ,.. . . .-.r �,. � . ; ,. „ r ...:,:,.�. - .'-" . . r � ..: ., i .., .I -: ,�.' . �, a.. t'_ -;d. �.:1^YV .,a,. I . .r A .. 4+-J� V e Z.Wu h h2_, - if if �u, 1 6 - +b� M �FNEIV '�`R ,L DFE/t'/�•0'*'/-, Y 'PiYM k SM kis 1 r v 1 " k "� Q �d.0 "f - (t O f ' r. - � I ' � {9Mµ a-ry'r1�g �yG, �,� v vn , Y; -y d'" ,• s � „� t�f I� _ 1 - _ a 1 - lilt . a;kyFtasM,� s,V�kr+, ' i�.,.su.uwi,.v3Y N SURVEY OF PROPERTY 4� 1 AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-8e-04-1.10 Ns 9 SCALE. 1=40' AUGUST 9. 2004 Nov 30, 2vo.7 (rewprons� t4 ,N OF o V \ 25 R1GN �& r* O \ � N vfi PNpRE \ EE z M'jk16> �oY \ - U1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O,F �pMES D�y1NG�a °" Zg2 g0 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A N� Cow a4 RA c<,e eE�c f/ 3 LONLY�f! 07e I2I`flo 'O I. DATE--� L'rf2CF. NO. nI /O -Oy O APPROVED '"]•'_ ���.,c FOR MAXIMUM OF Q �E j0 FJ(PlRES T BEDROOMS Nfifi,pp'OD %v o '� N og THREE YEARS-FROM OF APPROVAL \ d s'u1 3 a/r / ? 7= JCC 72'x A�yy<Y.1/ S �pN+ S' D el c 17'717'77"I" L ,ftN<Ys / EL 'oe. I y / t.�i7-/'f PEY2.S / � z P Q 5 " 5 N O A jo GOP a e A �`\ 4� � � \ 1 ; 5•„(+i . l-/;, flr Sn P��1 �<� '� '°W�rvJ` Pool- 1 nr'' Cry IiV PLLrY 6• V / y'A T P"P Vi't rPl A Y,� \ \ / S Bp N r- „P \ / AO N / p5 / BY TEST OTW o / \ TOP5Nyea �' rRF //!2' 7SAAJIVSW 2 /re 3 //2' % / x x � x %x/ S /x/ o Of - S6\•211 .01? o ORp . G) Elevations referenced to an assumed datum. EL 315 en a! l am familiar with the STANDARDS FOR APPROVAL \ cP AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ,\EDF NEW y and will abide by the conditions set forth thereln and on the MElr �9d. permit to construct. 0 1� 11, of A. y The location of wells and cesspools shown hereon are from veld observations and or from data obtained from others. ANY AL C770N 710N OR ADDITION TO THIS SURVEY l5 A 1VVIOLA 77ON YS. LIC. NO. 49618 OF SECTION PER C THE NEW YORK STATE 2.EDUCA ALL CE LAW. ■=MONUMENT E OCL RS, P.C.EXCEPT AS PER SECRON HIS MAP ON 2. ALL CEF ONLY IF _PIPE HEREON ARE VALIDCOPT FOR THIS MAP ANO COPIES THEREOF ONLY lF aroma et mill (63i) 0 FAX (631 765-1797 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYORAREA=29233 ACRES P.O. 80X 909 WHOSE SIGNATURE APPEARS HEREON . . 4 SOUTHOLD N. Y. 11971 STREET1119 H,]" T r 1 1 1 VTT — 1 l �J■r Applicant/ r Owners Name:.. Date. .. Reviewed: `f Architect/ Engineer: Date Submitted: �a SCTM #: District: 1 00 Section: _2 7 Block: Project n Subdivision Locaflow Name: r Sigle& separate Required cerolcation : (Ycs f NO Req Req - Zoning t)islricl:*_ ILO(size: C"t"OAmal: w��y`31 / R I IAi coverage �il'rupne} tf=ront Ygrd Proposed: ^� y RW 1 JL rJ 1. I [Rear Yard _ I�rol�scd Project Description: AGENCWRM r'r'c MLIIRED FOR REVIEW , A,1pYES L�(umber Suffolk County Health-Dept New York state. D. E.C. Town Tnistees Town Zoning Board approval: _ l" Town Planning Board approval: Flood Plane Elevation??? Flood Zone: 7D Z N 0- te' . ....................... VH Al rlke 117 A—A ROXVI