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HomeMy WebLinkAbout30332-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31483 Date: 03/14/06 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1735 LONG CREEK DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 7 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 18, 2004 pursuant to which Building Permit No. 30332-Z dated MAY 18, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to C KENNETH & CATHERINE MORRELLY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 6484 06/23/05 PLUMBERS CERTIFICATION DATED N/A thorn zed gignature Rev. 1/81 --� i;,l J � S� 330 � I Form No.6 MAR 14 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 'T 765-1802 _i< '__ lUiri0LQ _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: 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 �ooM 6j d,T'o^j Date. New Construction: J Old or Pre-existing Building: (check one) Location of Property: / 7 � L On/C�, C',P�.� Q,Q�Jc5117101-6 House No. Str t Hamlet Owner or Owners of Propertydff1�i�-a 1k j � �/ • it/p e PE«j� Suffolk County Tax Map No 1000, Section `/7_�Bs IF Block SS Lot 7 Subdivision Filed Map. Lot: Permit No. 30-332 Date of Permit. 18 D Applicant: CbC Mp r_,(2tsL� Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: " (check one) 0o Fee Submitted: $ �S. �— S Applicant ignature �.rD ISYei cd •31� 3 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. 30332 Z Date MAY 18, 2004 Permission is hereby granted to: C KENNETH MORRELLY 1735 LONG CREEK DRIVE SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1735 LONG CREEK DR SOUTHOLD County Tax Map No. 473889 Section 055 Block 0007 Lot No. 004 pursuant to application dated MAY 18, 2004 and approved by the Building Inspector to expire on NOVEMBER 18, 2005 . Fee $ 223 . 50 Authbi4id Signatu e ORIGINAL Rev. 5/8/02 Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�o! �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �� Building Permit No. Owner: (Please print) Plumber: Q0rf S et A21/t'' (2,3 7zjp7fp- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. "I (Plumbers Signature) Sworn to before me this �B day of_/1��2 2005' C4 Notary Public, 1't iLCounty NANCY A. PESTER Notary Public, State of Nov York No. 4940985-Suffolk County,�i1 Commission Expires Aug. 15, U0042 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST K] ROUGH PLBG. [ ] FOUNDATION 2ND /[ ] INSULATION FRAMING vl-Apfllr� ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ©K D l DATE - / 9 `� / INSPECTOR ted" 765.1802 BUILDING DEPT. NSPECTION [/FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR ` GAS' Z, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL NX FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �vv2�1-Q¢,c� c'' �yj� , `� O ' 7 DATE �/ / �s INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]®FIRE SAFETY INSPECTION REMARKS: IF DATE IIA1454 INSPECTOR �� 3p 332 765.1802 BUILDING DEPT. INSPECTION [ V<FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR v _55 ` TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT FR OWNER I N E ACR. _r 42_k c I I 1 S W TYPE OF BUILDING WEST 5/DE c Hp USE RES. ^Z U SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ,361 c rr (( � 11 02 3 00 p o. 00 3 (e g/ 6h 1 x M _ .2-300 7300 600 /O ze '7 v' 4") r j o , -73 ir, r i- 17 401 , cc ay/ _ 33a Adj� A�� ^ unpetN Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD �, A /6 Meadowland DEPTH House Plot BULKHEAD Total r ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■R■M!,�jINE■■_■■■ ■■■■■■■■ NDOM■■■ ■■■ ■■■■■■M■�"OSliilliiM■■■■■ MINE t■�■■Il:�I�■■■■■■■■ ■1!�ffi'�:■■■■mill■�■■■■■■■■ NINE ■ii �Gfi� �1i�01■IBJ■■ ■■■■■ �� .. �_ New York State Department of Environmental Conservation _ Region 1 Headquarters SUNY, Building 40, Stony Brook, NY 11794 DATE: April 27, 1.990 Re: 1-4738/00134/00001-0 Thomas C. Jorling Mr C. Kenneth Morrelly- Owner : J. D. Forchelli Commissioner 14 Greenhaven Way Centerport, NY 11721 Dear Mr Morrelly, A review has been made of your proposal to: construct a single family dwelling, pool, deck, driveway and septic system as per attatched survey by Roderick Van Tuyl, P.C. , dated March 27, 1990. LOCATION: 14 Greenhaven Way Center Port, NY SCTM 1000-055-7-4 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the XXXXX project is : Greater than 300 ' from inventoried tidal wetlands. _ Landward of a substantial man-made structure greater than 100 ' in length which was constructed prior to 9 20/77 . XXX Landward of the 10 ' above mean sea level elevation contour on a gradual. , natural slope . Landward of the topographic crest of .-i bluff , cliff or dune which is greater than 10 ' in elevation above moan sea level. Therefore , no permit is required under the 'ridal Wetlands Act (Articie 25 of the Environmental Conservation f.aw) . Please be advised, however , that no construction, sedimentation or disturbance of any kind may take place seaward of the 10 ' contour or topographic crest without a permit . It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of yaur project. Such precautions may include providing adequate work area between the 10 ' contour or topographic crest and the project ( i .e. a 15 ' to 20 ' wide construction area) or erection of a temporary fence, barrier , or hay bale berm. Please note that any additional work , or modification to the project as described , may require authorization by this Department . Please contact this office if such are contemplated . Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies . Very truly yours, Deputy Regional P mit Administrator j TRUSTEES SCOTT L. HARF John M. Bredemeyer, Ill, President. Supervisor Henry P. Smith, Vice President * Town Hall, 53093 Ma Albert J. Krupski, Jr. John L. Bednoski, Jr. P.O. Boz 1179 Southold, New York John B. Tuthill BOARD OF TOWN TRUSTEES Fax (516) 765-18: Telephone (516) 765-1892 TOWN OF SOUTHOLD Telephone (516) 765 May 25, 1990 Mr. & Mrs. C. Kenneth Morrelly 14 Greenhaven Way Centerport, NY 11721 RE: Waiver requests/SCTM #1000-55-7-4 Dear Mr. & Mrs. Morrelly: The following action was taken by the Board of Trustees at its regular meeting held on May 24, 1990: RESOLVED that the'Board approved your request for a waiver to construct a single-family/-dwelling that will be no closer than 120 feet from high water mark and no closer than 100 feet when deck is added. The following condition applies: No disturbance within 30 feet *f _a of -thL eRisting large 'trees that are on top of bluff , which will allow for an automatic buffer. Location of property is Long View Drive, Southold, NY. Please return to the Building Department for a determination on the need for any other permits which may be required for this project. Very truly yours, John M. Bredemeyer, III President, Board of Trustees JMB:jb cc: Bldg. Dept. CAC File ENERGY CODE CALCULATIONS CHAPTER,5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: I /yo►'F e l/9 Per: 73 Ynr S+ofhe/ Dated: C{c . -ow d� tj.L T1 1 SUBSYSTEM AREA DESIGN CODE . DESIGN CODE "LT' "U" UA UA Exterior walls I s5} v•l3 �r6 0.14 iM'210,80 2 /7. 7 0 Ceiling Roof 11y/0 0.0-3 0.031 #L,30 413 .71 Floor Over Unheated Space t y p o 0, O,, 0.05 7 0.S�� J tl•J � Heated Slab On Grade 6.5 Unheated Slab On Glade 4.5 Basement wall 0.1 Crawl Space Wall 0.06 NOTES: 3 23 .60 3 -3 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 SY OF NES 1104 To the best of my knowledge, beliet & professional judgementmmo v0 a' za' -1 these plans are in compliance p�ofESS10�A`�� with,the code. Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street• Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 6484 Date:6/23/05 Issued to: Morrelly Address: 1735 Long Creek Dr Village: Southold By: First Class Electric License#:34075-ME was examined and approved up to the above date and was in compliance with the NEC A& 1st Floor!] Residential!] Wd Det Garage Basement 2nd floor Cartrnercial Hot Tub Pdditionlgl Switches Receptacles Fixtures G.F.I. Range Hood Smoke Detectors 9 12 9 4 1 Trash Dishwasher Washer/Amps Dryer/Amps Oven Carbon Compactor Range/Amps Monoxide 1 1 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers Meter Amps Phase Motors Other Equipment: 1st Floor Addition ut,Res I-77a Ef�Z u c This certificate must not be altered in any manner Permit# 30332-Z FIELD INSPECTION REPORT DATE COMMENTS ;Mol d Ul FOUNDATION(1ST) ------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) 0 J�ul ROUGH FRAMING& O y PLUMBING Z INSULATION PER N.Y. STATE ENERGY CODE m t FINAL 7- V ADDITI AL COMMENTS iz Z m — k 00 „j V z l x I t" b tyil H 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 Sin-vey­ www. northfork.net/Southold/ PERMIT NO. 302>80l} Check Septic Form N.Y.S.D.E.C. ✓ Examined 51/t� 20 Contact:Trustees t/ � 1/ Approved ,20 Mail to: K-eiA 1 AO%QE6,L`( Disapproved a/c 1735 � *GQf3EK �Q Phone: G7S1 �2G 7�Zt�A Expiration ( ,20_S Build)&4gector ! l � MAY 1 APPLICATION FOR BUILDING PERMIT r rt of— -- Date 2004 TQWN OF S 11THOl.D INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. . . 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 b.,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. 4 (Signature of ailpheant or nam ,if a corporation) 1735 Lo#jGCaEE1c 0¢ ,Scuiv4oLo (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ow 1y E.IZ Name of owner of premises G.•14 E"41 aETk AND cATkAF— -%1.1E A . kAO=eL-L-N-/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N .a . (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 will be done: Il3S LOf.►G Cymey. DQ S0UT1,+0LM House Number Street Hamlet County Tax Map No. 1000 Section 05t6 —Block 7 Lot 4 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 14cp ME DW FLL ..1 K�G b. Intended use and occupancy ME/ 0W ELL t t--NG 3. Nature of work(check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Aja, o O Q •cc Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor ►.1./� . If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA FT 1� 7. Dimensions of existing structures, if any: Front D�j,4 Rear 49T4AW'" Depth 4C)O� Height 23`,T Q" Number of Stories 2 Dimensions ofs ame structure with alterations or additions: Front 43.4 1Mr 4� 3 A Depth 54"2 GN 1%4_Height Z3Fr• O ~ Number of Stories Z 8. Dimensions of entire new construction: Front Z-6"l0 o Rear Z37 It7'~ Depth 14 rrZ w Height 2-W7 O '" Number of Stories 1 9. Size of lot: Front 150 •oc Fr Rear L44 .07- FT Depth 174.02 yr 10. Date of Purchase F7El3 'DO Name of Former Owner FoQ GI-%E.LJ_ 11. Zone or use district in which premises are situated ti 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES ✓ NO—Will excess fill be removed from premises? YES_NO ✓ G•k:E.W h1ETM 14. Names of Owner ofpremisesgQhTj72w1E mo¢¢FAA*ress ( 736Loar,GQracIfhone No. Z(o5 -33M Name of Architect L•TUTK iLL 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 BE REQUIRED. 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) SS: 2 Y OF ) r '/- t = O.eit°Gs�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign ing contract)ab ve named, (S)He is the 06j1b1:IP (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 y of 20- tary Public Si tune Of Applicant JOYCE M.tMLKINS Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12, D-00 f SUFFOLK CO. HEALTH DEPT. APPROVAL LOT No 5. Tt'YW_OF LONG TPh-1 :tSV 5ECT'. OWS H. s. AZ MAP NO .$C3? 5£t2V�FD FOtd c itE L:LlC1E.P L>=[3_II"41ii�: . AT STATEMENT OF INTENT -I�I .� SCUTHQLD THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL TOW hf CJl~ T�-'+L - %C.NY_ CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES, ' L.� _ •' ' (S) APPLICANT SUFFOLK COUNTY DEPT. OF HEALTH iv'` 3, P� � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES VI� SERVICES — FOR APPROVAL FOR r'- p 3 126 ILII t , i . __. SIDLE fAM(LY DWELLING ONLY CONSTRUCTION ONLY .Z -- — , —!?A=0 3 SAN DA ' t 149t H.S.REF. NO. Y t 2e DATE: o; the sewage disposal and water supply facilities for this H. S. REF. NO.: i { location have been inspected by this Department and/or APPROVED: ,w�`• ' 9Y other a�}g�en-c�;5] and frp��nd t afis y dry. NF (pWppr 1Lt�t•' '�-++ r.. . _ - ` I,J... �t.b� A�T,7 ,TV op Chief of Bureal u of Wastewater Management Qs - '` SUFFOLK CO. TAX MAP DESIGNATION: Asv)wmcr Pt:7i,LiC z @ DIST. SECT. BLOCK PCL. I OWNERS ADDRESS: VACAu,4T1 Ji4AVE!v WAY l arEUPI) x ttit`� D7V --e--------.�.._.�.�._ ITyp[+T w ; [[! if DEE°: L- N/A P. 1 Y '. ?. 4 --- TEST HOl AMP s�>ext'�t...... � If Z�7 Q .P(PE `ooLaw \ < .*• � _ h %6 to W o vclid true coot uaime"r.s n rnv n i5 or '+' - iiNii . _ -� f • - ( ' L� m x.ccJ nsl.. :.t;mons o,s ... y .• •Ei.t < J AUl 90 Ask z ICK VAAITW �- - TQ MeA LfCWSWLA%* V SEN1 , ORS 2KPZ . gtl - -; , ;# G!V92tNtORt *NFYpR11C #w$r M MA Yy A • s • - ', 4'� APPROVAL I r e-2A ! • - i ' 1 T STAT NT OF INTENT THE NATER SIJ*ftY AND SEWAGW DISPOSAL ; ; ` SYST•E IS FOR THIS RESIDENCE WILL my, CONFORf,4 TO THE STANDARDS OF THE SUFFOLIC CO. DEPT. OF HEALTH SERVICES. a (S) APPLaCAt+t7 SUFFOLK COUNTY DEPT. OF HEALTH i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ S E R V I C E S FOR 'APPROVAL FOR 320A = ' = SINGLE FAMILY DWELLING ONLY CONSTRUCTION ONLY DAVEB.01 2921 H.S. REF- NO. 9D-Sa- y J4Af 28 DATE: 10 The sewage disposal and water supply facilities for this 1 location have been inspected by this Department and/or ? Ia N + )Y other nc,"and nd tp Wsatisfst?t . yEq T� OF A�Pfeov£D: / 'Is,,.. leok�, 1"t c �; S RVI £ (fg5:,)pip PLG - Chief f Bureau of Wastewater Management S SUFFOLK CO. TAX MAP DESIGNATION: -_WKTEQ - ^ DIST. SECT. BLOCK PCL. c;- 06 Ind Q55 - T' 4 OWNERS ADDRESS: r r�,►� waY p +xsTaM *Lev- n a .. Pt2000 a - • SED a a • � � ADDITIOwI ;; � , N UWE� f e. � Ji �'1` v,� DIE`EC1:4. N/A V. }ryl L) T MOL STAMP T ,* � ;nc � on ' 1 sfeucrc Posts QtPTP€ a c :19�yaw .r. 3 �{ Sthe n V� .J se Ind. z r n .-yyY�Plft 4 :. K !C '1 ,� C x•J t�iA M. On 'JI �. L{` - -AUG, IQ,!Rgr, _1�t'�t _!�r7. - - . SF t MA15AW.. { WOOL WK VAN TiffL.P.C. f F CTEs- Si�.`..� 7" mfr.•? t�z� ..: CaIii7L7lJf25 122 PE 2 M4. gAt ,L�KQL. I, M D I ANEt Slpt S \ c•-' �•- - GRI taw YQMRi[, a VV POOTI6.SG5 QE7PoJt- 4K4 DOST vwtua 01 ` XO4ai e` AA �itt9R wrJUov� _ 'k r IP 1 rj I ` t ATA�4. llXll � ! O fI �1 i I CC/7n5aHi VrSTE'ft �sL 1! OA.: 9�L7�MiG *� �� 1 W III N � � i I Zxe Jo�s-Is Zx12 - - �Ai.V �eaGS - I I x i f i FASCIA UAT—N 11 ET/A.IL � I „ta scal...g � I"I of NEWS -aAa 3 :) _rS y,�r J.AspF 0 Z X 6 "1 Ltz7z DEck PLaIv Ix.� ���fA, -- -- m Q �EGK PLAF..� S Z�FA 0708 �.j� G tC . MOCzBE gOFES510NP'i' SUU'CH� LU I.,1 `� aQsue�nar.�a�sa� � a M�160 wi"M- L't Litt -EL6� �XISTIIVG HOUSE � LOT g AW 40137412w-Pr . ' 21 F�E�LMIC g 1 3b�3Z a EQ5 - Cf 4 ----- - --- -------- --- Z aka'+ " TDP OV � tt - - - - -- - - RatLI iAl r4 64 4' MsN Ao gr SL ta' ECIS' pN D C G TOP COLA ,. Ni. pF NEro k Y r 0 I w 2 sF o UEc �G P �a+.s ROp ssioNP� x'1'36 L_OHG CREEIG Gam. So�.►TMa �+� tv� a OVED A�P���A,�� AS NO�T�E�D�y��: - DATE z'[L9Y=1— B P 1f.C:X+a.w�� M .. - ,- FEE. 2 BY - - - - - NOTIFY BUILDING DEPARTMFN'Tx AT - - - - . E, - - - P .FOR TH . � GaM 02 , •i :..76518 . -,. .- 'F04LOPIINGrINSPEGTI0N3: - 1Z r,tv1'6lv1iAQ! s pow ' 1 FOUNDATION TWO'AEOUIRED _ " - I FOUGH11; mACONCRETE �,. . $wRtid,7ks N .,5 � o - _ - # 1 ar T1tN Au txh36 4f7G�Alc 2 pRq'gllNq`_`pL^IiMBING � '"c - >�ut � �. p,y - a,,FINALS. CONSTRUCTION MUST r - - - - - 1 - s� ta16,Hw�ACS'���,L E T +« BE COMPLETE FOR C.O. - I I 1 ALL"CONSTRUCTION" SHALL MEET THE- REQUIREMENTS HE' - d •,�� - � ELSl REOUIREMENT60F THE CODES OFNEW - ' ".-YORK STATE. 'NOT:RESPONSIBLE,FOR -�_ � t � 3 ., - DESIGN OR 'CONSTRUCTION ERRORS- ' � - LOT J vo ti U O +AREA '40914 s. . COMPLY WITH ALL CODES OF 1 ul PU"[,,, _ BASv_ 4 0 N NEW YORK STATE & TOWN CODES e Q AS REQUIRED AND CONDITIONS OF ; I SOUTHOLOTOWNZBA I. 6 � .� 8 TOWN PLANNING BOARD ' I I h Sd THOLDiOWNTAUSTEES N.Y.S.DEC OCCUPANCY OR o O Ijr, USE IS UNLAWFUL '�" ._ .�.. - _ _ oI I (QFI - - � - - __ — ( Z roao� N N I - I N FG�u,1p�CCUwS O UNDERWRITERS CERTIFICATE REQUIRED _ o I I FLOOD ZONE N Z u COMPLY WJfH CHAPTER'�46° FLOOD DAMAGE PREVENTION I ~ /F'12�CASE6n�.+eT SOUTHOLD TOWN CODE. I I --- EL., ( RETAIN STORM WATER FOUti t p� —�- S 1g� 3g'Spm W Eo _ — PURSUANTTOSECTION I\VIIL.�,6 I f OF THE TOWN CODE. FU4:...L SAE �EVIF I LotQ(5 c.QE: 17I� cam 0 I— I CERTIFICATION OF I �9 I NAILING & CONNECTIONS 5� I�j� y r� �L ©�W REQUIRED. '7"O*ti1 i'•i U� �, � ALL CONSTRUCTION SHALL I I p L_ I MEET THE.REQUIREMENTS OF THE CODES OF NEW YORK STATE. I I d PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE o"c.MAIL L G€RTIFJCALOFOCCUPANCY � R USED SUP?LYSYSTE — _ ( 13 ' w I EXCEED 2/10 OF 1%LEAD.� ( W ° 4" Pr-. FLUOR a > x I �OFESSIONP�f to- � L ^ES�X1rn ,I:TG _SEGTI� 1,� g-g ALL PLUMBINGW PLUMBING I L 6 WATER LINES NEED 'T TESTING'BEFORE COVERING - L_ .— — I L FOUNDATION PLAN 23'0" MpRREL,I_>' f2CSlir�'t�10E. 43' 4" cD.A,.,� k?vaE 1-73G LONG CREEV, D12,�IJUTHOLL ISHF T 1 JF' g - - ' r • �tkafl �L,Ast�tN 1 KZTRtM ' i tel. k7i�rn QST. �L.�10,i� - t //��� 0" �oVNbATlora wAU- ILI M iGC .�t <3o2 _ _ _ _i 1 / t3"xtG" RC . KTG (TYP } rl -Xl E f ' d' O' 5 I NG —� NEW cOtiST't2UCT10N (TYW) F LIJTO FL E � 1N _ 6 �,-. FM" m^r "'w^wf. """,V!"" "^'.-+�+ "`�.. 1"'e .�IJ–"" — "^li �f#• 'J c( J 1 _ -_-� _ �.I n c n �l I �,r '1 / �>4VI�tr>'-�' " N� >rr; SICa1:. L VA�IkCa�1' earl r�. 1 E.LEV/kTkC3hi RtGt-tT 510E Et-E`v'�.TtOt+i _ tx'kpit-� �/8�r' 1.6 11'''-''VA O VI W I 'ts 1 w 032254-1 ?V NAOQQF- _LY P-EStoENCE. FEsslaN°`/ 17 c t Qk d� CC2EEK C)P, 5717T1-If7LD �I �I _ t 1 A 1 i t k Q� 6LcA.�'E C Ota.CZ EI_E�/ATt(71.L L-EFC' �G, F 1 Ey4Tt47hJ i � y 0322514 0 .. OF SIG LE VA tai{C7RREl L`_1 RE t"13t'a t�11G S,'R�.EK i�rt+Si2"HEtbsr��', c�yzKlz" (9 � AAs Ftae—yy.ykrnn�r�w � caE&Ca N po zh V LL W M�y�4 NQWM ..- NAh . ' N N ,A tT N _ a s' - i C21 zVIG HEADEIQ tqp z x 00 0 x � © Q x Ln iL 01 z 0 p P/ P crA t ill `! N db j N l4 � 1 vS> t 1)4 l J w OpAOFE5511 �1 I'I i M FLOOZ PLG, � - MO[22ELLY 12G.'SID�1.iCE I 5, 4., 1'135 Lot4G CQSa4 CQ, 5ou-r44rs 4 a� i I 2 K I LEUG&P- �9i-TEC?-Z'c3;..HCUSE - R30 eWry TIMSE72LJW- 0 2'X to" R.R, � r6"CJ.G RS�50 i EXISTING STRUCTURE e. RS-3 TYGICAL W,�L4-. i �12j pLYW9g1� 3 4PLY mit Sr�OS Sut F 5fP Gw� �5,u� Z:reF_ 3O U521 CL3O car =F_�e GWS 6RO.C3� �(212X6SCA GI�Ad7� � T'�G ,r+tlT S�IELp tJ2"xbA.F3, 0` IZ"tn4 � 2x2 LE.DGER Bot_Nr-_D ES'O" O.C. MAK CTYPj TO, 1-Oue>E w/ 3/g GPa O 0, a4' O.C. / pntrtA PROot= � 1 ; a ? ydn f 0"p'r�C� w14�-L c]nt 1UJ22c -i qr' FTG. 1 pp 41 44! S - MON a i MOC2R.ELl.Y R�51i3ENCC 055 LONG CR EK 64. SOUTNULCa 5ECT10t,�, A-A TO t- ER>w --� SHEET S_ C?F f� STRUCTURAL.WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION_ FOR WALL OPENING PROTECTION OF120 MPH&SECOND INNOGU6T8 (MAGNUM MEM ROOFHOGHlF 36) MULTIPLE SECTION ASSEMBLY: 1l4" r--- WINDOW THICK BOLTS @2'DID , A CXW CASEMENT 14.0E 13.1 20 413 24.7 -32.4 50 3'4"X6'4' B P3060 PICTURE N/A 14,6 20 415 / C FLEXI-FRAME PEAK PENTAGON N/Al 4.8 10 4 25.0 .26.1 671 .71 1D1 FWHOO611SASL HINGED PATIO DOOR 78.72E 34 36 50 5 23.2 -29.3 55 9g"%7,2 �CALGULATIONS FOR WINDOWS BASED UPON EXPOSURE-B I - r _ _ MUST HAVE_ DP UPGRA'OE KR - - - - - ' - COEFFICIENT 7 0 W(fH 120 mph BASIC WIND SPEED AS PERI _ E MEETS NY STATE EGRESS REQUIREMENTS _ I TABLE.R 301 2(2)NEW YORK STATE BUILDING CODE _ FOR HABITABLE SPAGE WALL OPENINGS INCLUDING WNDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/6 WO �. 1 OD STRUCTURAL ASLTPANELS -iWITH MAXIMUM OF E-0 SPAN. FASTENERS FOR SPANS UP TO 6-0' SHALL, BE 2112-M B WOOD SCREWS AT 18"O%C, FASTENERS - !FOR SPANS UP TO E'-0°$HALL 9E 2 7/2 -%0 AT 72 O/C TABLE 3012 1.2- - _ - -- - -- - _ LL NAiRROLINE WINDOWS MUST USE 112" HEIGHT ICIL _P \ HEIGHT ANOSREOUIN TNER INSTALLATION F AOS EOAOL SASS LIIFT INCDLODE 6 WT-Hi DIP UPGRADE SILLSTOPS OUPGRADE SILL STOP. ( LL STOPP KITO)ALA 1114E 1 -__ _ - .I ALL MOM YUSTYEETOR E7CEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET-Oft EXCEED j7.5 TKES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS t0 THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MSEC ION R 16 B 1{1FOR ALTERNATIVE OPEN NG PROST REQUIREMENTS AS TE TONNEW aRX STATE RESIDENTIAL CONSTRUCTION CGDE - I_ I SHUTTER ASSEMBLY OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. N.T.S. USE IDWELLING UNIT-SECTION 310-310.2 FOR PANEL SPANS:0<4.4-WIDE SPAN HEIGHT t5:it. i TABLE 1609.1.4 FIRE AREA 46 1373 sq. 6 FIRST FLOOR AREA TYPE OF CONSTRUCTION WOOD FRAME I - - 23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") DESIGN CRITERIARESCRIPTIVE DESIGN- 1885 HIGH WIND EDITION W FCM - - FRAMING ELEMEN SEE FLOOR PLANS AND SECTIONS LOAD C 'LCULATIONS PAGE 6 USE AC GRADE W!2 COATS EXTERIOR PAINT 2 SIDES,{EDGES. DESIGN WINDOW ANDD OR SCHEDULE PAGE 7 LABEL ACCORDING TO LOCATION. LOAD PAT SEE SECTION PAGE 5 NAILING SCHEDU E PAGE e - -- - - ASSEMBLY: EGRESS SEE PLAN " ' { ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl#8X3"(w!WASHERS)GALVINIZED OR PLUMB G RIB DIAGKAM NIA i _ STAINLESS STEEL WOOD SCREW C 16"O.C.OR BETTER - FIR PROTECTIO N/A TRUSS DESIGN DRAWINGS NIA ALTERNATIVE FASTNER ENERGY CALCULATIONS SEE ATTACHED #10 TEE NUTS ATTACHED FOR BLDG.w/#10X 1 Y2"(W/WASHERS)MACHINE BOLT(o)12"O C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 4901hs SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS:4%0"OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. NOTE ADDITIONS' 2x4 STRONG-BACKS 0 24"OC ASSEMBLY: 1) PREASSEMBLE PLYWOOD TO 2X4'S.#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW@ 12"0 C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF T11WAND MAXIMUM PANEL SPAN OF z SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS //.- _'�l q\ U q SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609.14 AND 1609 6.5 AND TABLE 16001.4) TABLE 1609.1.4 V ffi WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 032154-1 @ o CpppVVJGGG FASTENER SPACINGINCHES OFFSBNPS/ (-"' PANEL SPAN<2' 2'-0'�PANEL 414P�PANEL B''-0•'<PANEL 1% FASTENER TYPE 0" SPAN<4'-0" SPAN<6'-0" SPAN<r4rIL b 21/2" 1Y6 wooD SCREWS 16 1e 12 9 � 21/2' 06 WOOD SCREWS 16 16 Is 12 A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF - HEIGHT OF 33'4"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL ' C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANTANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES jNAILING SCHEDULE : � -`� - - - -- - -- - - . . . i.The Information on this set of construction tlowmnta is to relate.baaicdesipn 1.All walls,2x4 and 2x8,to be stud grade or batter 16'o/c, All other framing material - intent and framing details. They are intended as a construction aid, not substitute to be 02 douglas fir or better, TABLEi1gg5 SBC,RICLUDIN -3 3 AN 3.9 FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New York .- - state building codes. The general contractor leresponelble for providing standard 2.All wood framing in contact with concrete or masonry to be pressure heaw. -- construction details and procedures to ensure a professionally flnished,structurally JOINT DESCRIPTION NAIL QUALITY NAIL SPACING sound and Weatherprgd completed product. - 3.Provide double floorjolsta under all walla parallel to floor joist span direction unless otherwise specified. ROOF FRAMING - 2. General Contractor to coordinate all sub contractors,scheduling of work,and RAFTER TO TOO-PLATE _ _ _TOE_NAILED_ 8-D"WALL;34d PER RAFTER - - '- -- 4.Provide x-bracing or solid blocking at a maximum of 8'4"a/c for all dimensional _. .. .-___ _ .. _ _ 1b-0WALL:4 8d PER RAFTER_ interaction between trades. lumber floor joists. CEkeIG JOIST TO TOO-PLATE- TOENAILED 8-0 WALL.34d _ PERJOIST 3.The general contractor is responsible for ensuring that all work and construction _. _ _ ._ _ _ _ 1o.o WALL:Letl PER,.701Sr_ - CEILING JOIST TO PARALLEL RAFTER FACE NAILED - _ BEE TABLE_3 7 � EACH LAP es, Finish meets a exceeds comm}a pon i,state,and rt of he specifications ordiationsf and rcgulding , A.Floor wnsWCtloo:%"tongue and groove plywood eubfioor. jolatsetl materiel to be CEILING JOIST LAPS OVER PARTRIONS .FACE NAILED SEE TABLE$.7 _ EACH LA_P_' - etc. These codes are to be gonsfdered as part of the apadflcedons for orfs building applied over subllgor. Glue and'acrew NA - 9 PP plywood toflborjgfate. COLLAR TIE TO RAFTER - --- --- 'FACENAILED - SEE TABLE 34 PER TIE - -- 4. DImeDSlOne shall take precedent Wer style drawings do not state draWlll ll All BLOCKING TO RAFTER - _ _ _ _ TOE NAILED 2AE _ _ EACH END'- 6. -- - -- "' - - and should be adhered to even(f they are in variancevrith the plan __ WIOdOW and door headers IO be minimum(2)2X10 aD1esB OthOrwiae specified. RIM BOARD TO RAFTER ENDNAILEb 2 ted- EACH END - _ p B ( Bab dor headers to be(2)2x70 unless otherwise specified. - - .- - - - - - - - - - _ - -- ' WALLFRAMING . . 5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all hearing walls. TDP_PLATE TO TOP PLATE __ FACE NAILED _ � z 1ed �__ _ PER FOOT responsibility 'FACE-NA - -_-_ -- '-- "- '-- speibilily(nf construction coordinating vsth tlleaE plane,nor responsibility for TOP PLATES AT INTERSECTIONS 'FACE-NAILED 4164 JOINTS EACH SIDE -- '- _ constructlon'means,methods,techniques,sequences,orprocedures,odor � - - q Q p Dafery S.All seems to have adequate baring at ech End oras specified. SND TO SND FACE NAILED _-- _ 2-18tl 24"O/C precautions end programs HEADER lD HEADER - - P p 9mms i0 cnnneCtlpfl with the Work There are no wafra0ties fore _ , _ FACE NAILED ted_ 16"O/C ALONG EDGE$ - - speCific'Use expressed or Implied in the use of these plans. 9.All flush beam and joist Intersections to have galvanized h8 TOP OR BOTTOM PLATE TO STUD END NAkEO - ---- 6. "- - I 9 hangers. 2-18d PER 2X4 STUD _ _ _ _ 316d.___ PER2)�STUD_. 6.Refer to}loot plane,exterior ekivetlona,and window schedule for types and sizes of 10.,Typical exterior walla antl roof to be sheathed with%"exterior porde plywood d - - . . __ - 4-188- _ PER tae stub - BOTTOM PLATE TO FLOOR JOIST, - windows. All windows to be Andersen high performance quality or approved equal. 7/10"OSB plywood, grasp 1,APA toted. Plywood to span over all pietas and BANGJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 headers. -- -. - -- _. _ . - 6d ^^ PER FOOT - 7.Door and window headers to align unless Otherwise noted. FLOOR FRAMING 11. Provide insulation battles to eeve vent4 betweenmflere. JOIST TO SILL,-TOP PLATE,OR GIRDER TOE NAILED - ' that fireplace ... - ._ __ PERJOIBT' cost ctl n mats8. Gensial riexcceeds allll manufactoulef s sit err fieations And applicable Nodes. 12.Extteeriorprojections, g j hang to be correctly alai at all connections between roofs,walla, BRIDGING TO JOIST __ iTpE PjAILED_ 2-SE _ _ EACH END - - - - BLOCKING TO JOIST ttIE WIRED __ _ '- - - - --- - - -- - p 2dtl EACH END _ chimneys, ro actions,and required by approved construction BLOCKING TO SILL OR TOP PLATE - TOE NAILED -- - _ &18d -- EACH BLOCK_ _ _ - 9.General contractor to consult and coordinate WM the owner and me plane for all practices. LEDGER STRIP TO BEAM _ _ FACE AILED- 3 16E EACH JOIST bulk m Items Such as bookcases,shelVin en JOIST ON LEDGER TO BEAM_ iFACTOE NAILEDTLE - - - B P try,closets,etc. - - -. . . - - - . 34d PER JOIST - 13. General contractor to provide adequate attic ventilation and roof vents. SAND JOISTTO JOIST - - _-END NAILED _ - - - - _ &1Btl PER JOIST 10. Provide hardwired smoke detectors,with battery backup,on all Adore,and In each BAND JOIST TO SILL OR 70P PLATE TOE NAILED 2.180 PER FOOT bedroom.verify with local code raquirenrenta as per Section R317,New York State 14.Provide appropriate soffit ventilation at overhangs. '- Residential Construction Code. Install carbon monoxide detectors as per code, ROOF SHEATHINo GENERAL PLUMBING NOTES STRUCTURAL'PANEIS -- PERk4ETEREDGE 2:ONE-18"Did-e"AT PANEL GENERAL FOUNDATION NOTES EDGES AND AT INTERMEDIATE SUPPORTS IN THE -_ 1.safety requirements. subcontractor to be responsible h/radhering4o all eppAceble code and _ -so' PANEL FIELD _ safety requirements. INTERIOR LONE-18"OIC- ''- _. `___,__ 6 AT PANEL EDGE$ANfJ 12" L General contractor to review plena,elevations,grde. and details to adermine Intended _ _ _ ed AT INTERMEDIATE SUPPORTS IN 711E PANEL FIELD heights of finished 11oor(e)above typical grade. 2. If well plates orjalate arc cut during the instafletion d plumbing fixtures or - � - - - _ i " �� � � _ - -'- - - � - 2.All footings i0 teat on undisturbed soil. Equipment provide bracing to be framing back together. PERIMETER EDGE ZONE_ ATTACHMENT REQUIREMENTS SHALL BE USED.FOR ROOF SHEATHING W ARTA 4'-0"OF THE PERIMETER EDGE OF E ROOF, INCLUOwG 4'-0"ON EACH SIDE 4'-0"OF THE ROOF PEAK,THE GENERAL HVAC SYSTEM NOTES CEILING s11EATHmG _ _ 3. Provide:4"expansion joint material between all concrete slabs and abutting DYPSUM WA-LLSOARD - - - - ---- - - - concrete or masonry walla occurring in exterior or unheated interior areas. 1 Mechanical subcontractor Is responsible for adhering to all applicable codes and . . - _ 5d COOLERS T�EDGE 110"FIELD safety requirements. EA _ - - -- - - - - - - - 4.Concrete on 4"sand or gravel fill minimpm,with Axe- 101 10was mash reinforcing. WALL SHTHINGSTRUCTURAL PANELS fid 4 EDGE 20NE-W.O/C--eAt PANEL EDGES AND 12" Interior slabs to be placed on 8 mil.stabilizedpolyethylene vapor herder. 2. HVAC subconiractortoAully coordinate all system dela and requirements with the _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 5. equipment supplier. - - - . . - - - .._ .... 8 General rAnWolnr to Install cn 0 Cal gotl0 slreme0ie. Bd INTERIOR EDTA 1S P/O 8 AT PANEL EDGES AND T2' - between all wood contractor In that are exposedx( r o concrete o 3. HVAC subcontractor to provide final system layout drawing and submit K to general FIBERBOARD PANELS ]Ae' - 6d - 3 EDGE MQ D E�SUP spacep requirements. op- ( copper) eat metas ter shields contractor,owner,and equipment supplier for final review and.approval. -- - " --- -- L25I$2" - - - -- - -eu_ _ PORTS IN THE PANEL FIELD r masonry surfaces. - 3 EDGE/6 FIELD NEW CODE GYPSUM WALLBOARD 5d COOLERS 7"EDGE119FIELD - as- a EDGE ZONE 16^O)C 6 AT PANEL EDGES AND 12" 7.DaExiBriOf of fnUDtlat100 With a bituminous CDBtiflg as per CgdO and Soil - �- --- HARDBOARD _ _ _ _ __ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD { and ted SBC LandHigh Wind Edition ne R EOTION NOTES ed INTERIORZONE-1C'-DID T I p H E PANEL FI AND f2^ - - Resistant Residential COneWG100;SSTD 111.89 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD conditions, GENERAL WIND PROTC-C710N CONWooN NOTEmo tion - - - - - -- - - - . . Adapted from Standard for Hurricane R GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Fmme Construction FLOOR SHEATHING STRUCTURAL_PANELS_ V OR LESS 8tl - -- 8'-EDGE 112"FIELD - - - - - - - 1.Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations mile,flows. studsand roof T - framing shall be provided. 2.All Interior walls to be covered with M"gypsum boats with metal tomo relnforofng TABLE-3.4', _ _ ' - �raa�E3T 1985 SBC HIGH WIND EDITION MOOD � - -- i Tape,float,and septi(3 coats). 2.Approved connectors,anchors and char be Ins ng dein ac not included with In the 11985 SBC HIGH WIND EDITION WOOD FRAME _ Old- at garage am with 5'A"garage an on adjacent walla and r Of Manufactured lumber Standardre'sBuildingCode,Table 2308.1 spall be Installed in __. . Nynl _ j Co�F PITC N MANUAL BCCdrtlence Wkh FRgME CONS MA 3,Walls common to ra and haute to have a layer dSIB",fire ted RAFTER SPACING 18"O/C _ rgAF'fER,BPACMG 16'O(G i 7-- 9a tie eY m gypsum board - manufacturer's recommendations, ng. mbef 1.20 mph FASTEST WIND9PEE�_ R H ROOF SPAN requires 2 layers of Big",file rated gypsum board. 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or ROOF � ROOF NUMBER 12 20 28 35 subject to sale corrosion in costal areas,shall be stainless steel or hot dipped 3d2 5 It 11 14 4.All bath and toilet area walls and tailings adjacent to wetareas to have water galvanized. PITCH SPAN (ft) OF NAILS -412-4 6 8 11 resistant gypsum board,or wall the set on wonrierhban)or equal. __ 4 12 _ 12 3 512 3 5 7 g 4.Where windows and doorsinterrupt waotl she sheathing and aiding, _ 1e 4 -712-3 4 5 DESfGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 20 5 9.12 3 3 4 6 0 r1" N`'P y studs, header studs,and at least one stud at each micro of opening. 24 - e 2Brt 0 -_ - - 1212 MINIMUM UNIFORMLY DISTRIBUTED IBUTED LIVELOADS (IbaQ 5.Ridge straps shall be attached to each pair of opposing raflers except where collar _ _ _ 32 _ e e r E)GERIOR BALCONIES flea of 1x5 or 2x4 lumber is located In upper thud df,attldspace and,ettadi{o'each pair 512 _ 38. _ 3 DECKS 40 of rafters. - t2 ATTICS WITHOUT STORAGE 30 A. Uplift connectors shall be provided oteach raflerbeadhg. - to -` 4- ATTICS ATTICS WITH STORAGE 40 _ 20-_ -__ _ - _ 4 sF� 032254-1 a�/ M=OMSTHAN SLEEPING"ROOM, ) 40 7.Floor to floor hold-downs to be provided every 48,and every 18"wifhind'of exterior -- - .. . ze _ - __0 'D90 � Z SLEEPING ROOMS _ - comers. - _ 32 _ _ _ 7 �s � p 6. Sill Plate to Foundation Anchorage, Sill late shall be anchmadto the foundation _ 12 _] CR RIA FOR CALCULATION OF DEAD D - - g P A I M A.LA. - each late. Anchor bolts shell havtlaminxnum embedmsntd7lnlffeech end A _ _. -_ 612 - - -- 70 --" ., , - 4 rji U with anchor bolts havinga min.bolt diameter of 5/5'and 3"x 3 x 1 ARCHITECTURAL GRAPHIC STANDARDS minimum of one anchor boa shall be provided within 6 to 12 inchetofeaoh end of - Z P ches in Concrete) - . . 24 - - - 5 " spacing not exceeding 4 feet on center.N he looatetl vdthiR 12 triches W comers and at - -' --- - SNOW - _ - 2B s CLIMATIC AND OEQGRApHIC DESIGN CRfI'ERU1 GROUNDSNOW D Iba. mason foundations. bolo she -�- - - 38 _ - - GEPTi SEE �, C. masonry 7IVRT :12-1212 12 2ff y __ .._ _�_ __ 16 .- ... . - 3 TERMRE MODERATE m HEAVY t4 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED Wl1'k{ SEISMIC NIBEI NOT - _ .. DECAY TO MODERATE w (' DEBIGN CATEGORY ,S CONSIDERED A3 - _ . _ .. -. 20 _-- ._ _ 4 WINTER SIGN TEMP 71 l'THESE NOTES ARE GENERAL CONSTRUCT TON NOTES THEY AR 111 __ SPECIFICALLYWRITTEN FOR THIS PLAN7� ���{#E CO roUR ,.5 .ICE SHIELD UNDER, ASP RMgN FAGTURf�,.__ _. - TIL _ . ._. .- ._ LAYMENT REOlI81ED - BPECIFICAT(ONS I57ATE CO['!E WIN TWIN SPEED- - - m GENERAL CONTRACTOR BEFORE CONS -k- „__- 32 8 FLOOD F4A7/1 . . RIDGE RAFTER USP RS250 AT 21' , i A RAFTER/RIDGE/RAFTERw1THCT RAFTER KING STUDS RIDGE - - RAFTER—_-____ -E STUD USP RT16 OR(2)RT7---- RAFTER —_-__ 0 HEADER TOP PLATE TOP PLATE USPR8250AT21 USP R8250 AT 18' USP RT3 --- ---- -- CONNECTION USP PRODUCT NUMBER USP RT20--- A RAFTER/RIDGE/RAFTER WITH CT' RS250 21" USP LS OR TMU IES- USP RS250 AT 12" -- WALL STUp WALL 9TUD ------ RAFTER/RIDGE/RAFTER WITHOUT CT R525021"+ LSSH779 JACK STUDS B RAFTER/PLATE/STUD RT20 RAFTER/PLATE RT16 or(2)R17 PLATE/STUD RS250 18" C HEADERISTUD RT3 Al RAFTER/RIDGE/RAFTER W RAFTERPLTE/STUD _ BRAFTE /PLATE PLATE/STUD - HEADERIJACK STUD RS250 12" c — -- C HEADER/STUD HEADERMACK D FLOOR TO FLOOR KLFTA or RS250 36" E SND/PLATE/SILL RS250 36" STUD/PLATE RS250 16" PLATE/SILL MP6F F ANCHOR BOLTS STS16 G POST ANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES �l' 1M OR 2X4- 16" OIC COLLAR TIES MIN i POST 0 s USP CBE P.C.FOOTING 'nF0 032ZYI-t AV\� 2ND.FLOOR WALL STUD ---- 2ND.FLOOR WALL STUD--- J FgoFESSIONP�/ 1ST.FLOOR WALL STUD--- 0 15T.FLOOR WALL STUD-- 2ND.FLOOR PLATE 2ND.FLOOR PLATE--- - G- POST ANCHOR FOR COVERED PORCHES SUBFLOOR -- --- SUBFLOOR---- ----- 1ST.FLOOR PLATE- - IST. FLOOR PLATE -- ----- RIMBOARD---- - RIM BOARD--- fl SUBFLOOR--------- SUBFLOOR USP KLFTA - - ------- - USP RS250 AT 38' - - • - USP RS260 AT 36' --- -- - USP RS250 AT 16' --- 1ST.FLOOR TOP PLATES- 1ST.FLOOR TOP PLATES RIM BOARD RIM BOARD --- - -- - DOUBLE SILL PLATE — DOUBLE SILL PLATE -- -- - POST ----- E� USP MP6F IST FLOOR WALL STUD ) IST FLOOR WALL STUD---- - FOUNDATION WALL - -„0 FOUNDATION WALL --- - -70 „ USP PAU --- Y3 P.C.FOOTING ----;(Q z FLOOR TO FLOOR FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORS FOR❑ecHs �+ m .—. _ U .a m 4.111 a:.iuu.aia�L'i�t.all'/vau/au1 DATE REVIEWED: r l Orr/04 APPLICANT: er ' DATE SUBMITTED: �//4'/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: LOT: SUBDIVISION: •�---- ADDRESS: 13-T ITY: ZONING DISTRICT: AONFORMING? BUILDING PERMITS OPEN/EXPIRED: P 0: Y OR N BP -Z/C/0 Z- , INFO Ole /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO Z /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after' REQ. LOT SIZE: 41OA ACT. LOT SIZE:qVU7 REQ. LOT COV. ,�Q% ACT. LOT COV. REQ. FRONT �p PROP.FRONT REQ SIDE S"/SACT. SIDE REQREAR 'c PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: n ESTIMATED PROJECT COS :�ARCHITE /L .--- WATER FRONT? DESCkIPTION:A PANEL # FLOOD ZONE APPROVALS REO IRED SUFFOLK COUNTY HEALTH DEPT: YES orb, (BED#): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: eRE-DEC 9/1/75 r NO /II DTE: /L � PERMIT#: .-�- SOUTHOLD TOWN TRUSTEES: or NO DTE: 5 /�/N PERMIT#: TOWN ZONING BOARH APPROVAL: YES o _ DTE:_/ /_ PERMIT#: TOWN PLAN. BOARD/APPROVAL: YES o DTE _/ / ERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE AGE 2J, YE or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: al,0 SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( �SF)- ( �� SF)= .?y�SF X$. 3� =$ 7�� +$ 1� +$ _$ 2. ( SF)- ( —SF)= SFX$ =$ +$ +$ _ $ 3. ( SF)- SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: l l Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCREPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N D*A l; Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN141 COR SCHEDULE: MIS, b-- TVT REQUIREMENTS: Y/N E0'IE l ,�� SS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N l NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)