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Home My WebLink About30920-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31630 Date: 06/27/06 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 10020 SOUNDVIEW AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 2 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 25, 2005 pursuant to which Building Permit No. 30920-Z dated JANUARY 27, 2005 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 ACCESSORY GARAGE IN THE REEQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to MARIE KEARNEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2062299 07/13/05 PLUMBERS CERTIFICATION DATED N/A A11thorized Signature Rev. 1/81 • Form No. 6 I t-} TOWN OF SOUTHOLD 1 / BUILDING DEPARTMENT . TOWN HALL 765-1802 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 electtic4 installation from Board of Fire Underwriters, 4. Sworn statement from lumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, in ustrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance fromrchitect Or engineer responsible for the building. 6. Submit Planning Board Ap oval of completed site plan requirements. B. For existing buildings (prior to A it'9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showy all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and onsent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall stat the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$2 0, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$2 .00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Buildin - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15. 0, Commercial$15.00 Date. L40 Z� z666 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 100Z P� ✓ i f-W &r _16f Yk o 1 d House No. Street Hamlet Owner or Owners of Property: M a(e Suffolk County Tax Map No 1000, Section [7 5 Uj Block Lot U g Subdivision Filed Map. Lot: Permit No. o 3 01 20 Z Date of Permit T�9i"� 2?� OSApplicant:____ , i�L�QWL � Health Dept. Approval: �4 Underwriters Approval Zola 2-Z 9 c/ Planning Board Approval: NA Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: Applicant Signature go co � 31c k o �n�nrnrsrsrsrr��l�n�l�l�nrnrnrnrn�nrrrrrllrsrn�n�rsr��r��l�n�n��l�n�nrs�s�n�n rsr�r��nt�rr�r�lr�rs��lrnrn��n�VffLTrL-3PLrr.3J o 5 BY THIS CERTIFICATE OF COMPLIANCE THE ��5+ S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY �5 5 40 FULTON STREET — NEW YORK, NY 10038 5 C5 5 S CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 5 Q.C. ELECTRIC INC. GERARD KEARNEY 5 5 5 P.O. BOX 518 655 BRICH ROAD LAUREL, NY 11948-0518, SOUTHOLD, NY 11971 �C C5 Located at 655 BRICH ROAD SOUTHOLD, NY 11971 S c5 Application Number: 2062299 Certificate Number: 2062299 S Section: Block: Lot: Building Permit: 30920 BDC: ns11 �5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 garage sub panel,Detached Garage, �5 C7 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of July,2005. 5 Narne QTY Rate Ratine Circuit Type 5 Miscellaneous 5 5 fj install sub panel in garage 5 Panels 5 CCS 1 100 1 C, Wiring and Devices 5 5 Receptacle 1 0 GFCI 5 5 5 S 5 5 5 5 5 5 5 5 �5+ sea/ E� 5 5 55 I of I c5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S o �� v 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. 30920 Z Date JANUARY 27, 2005 Permission is hereby granted to: MARIE KEARNEY 146 YALE ST ROSLYN HEIGHTS,NY 11577 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 10020 SOUNDVIEW AVE SOUTHOLD County Tax Map No. 473889 Section 059 Block 0002 Lot No. 008 pursuant to application dated JANUARY 25, 2005 and approved by the Building Inspector to expire on JULY 27, 2006 . Fee $ 75 . 00 Author ' e Si ORIGINAL Rev. 5/8/02 oe souTyo� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ��3� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c Dom , IV DATE ` � �� INSPECTOR { 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [✓]/FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: (A a. �- - TIE - r DATE 134 16INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS w FOUNDATION(1ST) d at ----------------------------------- — - �Q �on FOUNDATION (2ND) _ 1 z 0 ROUGH FRAMING& —- - 0 t y PLUMBING -- - - - - Ic INSULATION PER N.Y. - — - STATE ENERGY CODE - - FINAL ADDITIONAL COMMENTS o m y �tv ro y TOWN OF SOUTHOLD PROPERTY XEORD CARD OWNER STREET VILLAGE DIST. SUB. LOT �'ourvl4eu/ X 1/c So J6/ o t._ J FORMER OWNER N E ACR. Sooty ji4-jA vc /SCM . 2rJf� S W TYPE OF BUILDING RES. a L7 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 13 tl U � , po � !/b'� . L�j 'uD / S/.zr �/ / 1 ,O � V" mr �/ �70�2.. Ne4�.Jwe �/„✓4 �C o�a�000 tfz��”o cry 0o 440 b S2oo 6 40 Tillable FRONTAGE ON WATER Voodland FRONTAGE ON ROAD AeadowWW DEPTH louse Plat BULKHEAD 'Otal . by �.. ■■■■■■■■■■■■■■■■■�■e■■■■■.■■ ■■■■■■■■■■■■■■OMEN ■■■��■■■■■■ ■■■■■MEN.■■e■■MEMO e■■ ■■.■■■ ■■■■■■■■■■■■■■■■■■■■■e■■■■■■■ ■.■■w■■■■■■■■■■■■■■■■■■■■■■■■ ■.■■►v■■■■■■■■■■■■■■■■■■■■■■■■ ■.■M■Ni mR■■■■■■■■■■■■■■■■■■■■■ ■■•mi■sim■eee■■■■■■■�■■■■■■■■■■■ ■■31 -We■■■il■■■■■■■ ■■■■■■■■■■■ rum Muni�i■■■■■ ■■■■■■■■■■■■■■■e■■ ■■NI■■■■ovica■■■■■■■■e■■■■■■■■. moll■■■■oa1 i■■■OMEN ■■■■e■■■■e■■ iii■Ri!■�■■li■■■■■■■■■■■■ ■■■■■■ ■ ■■.■[D■■■1t■■■■■■■■■■■■�■■■■■■ �......■�t�.■■■■■■e■■■■■■■■■■■■ - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ TOWN OF SO�VTHOLD 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 www. northfork net/Southold/ PERMIT NO. �� I� D�/ Check Septic Form N.Y.S.D.E.C. / Trustees Examined 20 Contact: Approved i 2077 Mail to: Disapproved a/c Phone: 2,1 Lg64 Expiration 20 gas 387y i! ing ecto JAN 2 5 � _..� APPLICATION FOR BUILDING PERMIT Date Ah V. y 20 v y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. 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. rl (Signature of applicant or name,if orporation) /?054yN H74., A)Y, 5 77 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0wtii�-2 Name of owner of premises wl V vi 1Q✓L (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. e alt 70 r9-d Plumbers License No. — Electricians License No. o t r Tr t5i a Other Trade's License No. 1. Location of land on whi proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section o S-q Block L Lot 8 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 b. Intended use and occupancy_ (a'ge2A� 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work /�"j0 (Description) 4. Estimated Cost so-6 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front /L Rear W Depth 7 y Height Number of Stories i '/Z- 9. Size of lot: Front /5V Rear75 ' Depth /'X,' 10. Date of Purchase 9 Name of Former Owner 11. Zone or use district in which premises are situated P E S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO v 13. Will lot be re-graded? YES_NO ✓ Will excess fill be removed from premises? YES NO / 14. Names of Owner of premises 111-A16,A,(,Pr✓/ Address 06 y41e K As� Phone No. Name of ATchiteet eEWN u (k.m f3or Address Phone No Name of Contractor 50Address 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: COUNTY OF SOff.+I )) k G etL ArL J K2 A2N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contCy ct)above named, (S)He is they W N t-\, (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 (delay, of SgN 4 Rti 20 O-j' NotaryPublic Signature of Applican John M.Judge NOTARY PUBLIC state of New York No. 01JU605940b Qualified In Suffolk County Commission Expires May 29,20 0 7 PvE . 6IN 44 '50009 co s `o 19 N N O N o, r N d' .3 a � N r2 St2RY .O e� FRAME � pouSE Z � � g MP*bEu 4 GWW>E .o d d N N j ib=o s 44°-l9' �o'W 112.74 3' - _ , .,. -n .,� n - J� r u,. : n nJ' 11. a ' my - .I - , , J 1 :, , ..r w F. _. . -, 't , A - r - , �. 4 r a , j ,, - .,>: ,.a. .� - � - : l r -. - ! Q(*, ,J , , . ,,. I �CERTIFIGA710N OF T I U(" I 4�; ''L'RVvFUL NAILIy�� &�FOMN6C710N5, -, gPPRo ED as NOTED �WI�HOl1T: CERTIFI'CATE REQl71 'DATE. . SP.# ' ,' . _ . , � , - „ , .FEE Sv, �, OF.,OCCUPANCY "COMPLY WITH ALL CODES OF. I' 'NoriFY 001LL`ry DEPARTMENT . NEW YORK STATE & TOWN-CODES I Tie j 02t BPM T1.O 4 r'M.FdR THE �.,,AS EQUI AND CONDITIONS OF „ , I I ,',FOLLOWING' INSPECTIONS: .:: ' '" SOUTIIOLD TOWNZSA . - , A i„FOUNDATION.' Two REQUIRED , UNDEAWRRERIMEATINCA , � _ I - ` ,FOR POURED GONCRET RECUTAED : SOUTu�L:rlOWIyPLANNINGWARD” '^ ,',3 NSULATION 5TP CTIONAMING �MUSTG .. _� - _ - - - .. , _ I - oa' . USTEES ,"4 FINAL CO . . - .YIS.DEC ., BE COMPLETE FORr'C.O _ ' - ',ALL CONSTRUCTION SHALL MEET THE - - rY ; -,REQUIREMENTS OFTH5CODESOFNEW '" - �.+-s' �, - - 'lK4'��IIi � " ' ;,YORK STATE NOT RESPONSIBLE FOfL,", - rr,�`� ..� - - , ERR09S.. - I „ a t - - - - I - - `DESIGN OR OONBTFIUCTION - - Fjj�.y�3 - _ :x / INLT w!'4NGE5 "II �LCONSTIRUGTIQNSHALL' 1�!�.. L' _ - ! �, AL � ly MEET THE REQUIREMENTS OF•TNEI I" a , i� -. IO . OQDES QF.NEW YQRKISAE, r Y 2 x .,8 I ' 1. J40, - c FLO 1, ZONE �y_._.._ F .� a COMOLy 1r'✓ITH HAFT ' 6" - - - r. - -. FLOOD DAMAGE PRE ENTION - -$-pJ - I' SOUTHOW TOWN CO E. IL, f5 II 1, � S "Y V_ V"� �d ._ , , t _ ;: .. ;< r M!::'Iy�AL 4 ,ax4� ,Ated - c j »- -.. �6!� CGI 47 LII �I (, i '. j1 � 1 - � „ "— IGdI;C kl _ ( �.. «- I _ I _ . 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W IP+P' - - I (''w''� It 8 Jk7 11 "NDtltl 0 " �' ilY 1S d9 t I - �, - x r - """��+.1'11 q ttx' i dv D scA 5 1i _< _ A XN{8 TABU:I&�AA D OR A MKkmvio Witl�si�o, 4,j;s¢.GDNR Oitst3 PF asp n1PF1uAwR NEAN,RbOf - ,. - _ HEIgkIT'.tlF 59 0•dR;IEB$ - ., & PA81 of,"4HAI, 'I IMST�k:}_ 0{�T, P9 i G ENDS RP THp,W4pD$�TRk1G�rU'�!h{.:Pi1*6 4 � � ' '�., .� ' -Mtn± L'' 'wa le9 A A dtgb ,64 Ab0N,- l- R H d L9E - - . AYTJ £b uxlu�IHcu a off > TeF M a Iw k�M'r� luvua - •' I I � : � � I r �,_, r, T,, , r L " r . . , :,�� ,_., _�, �, � I - 'r � �' ' 'r I ' . � . � I LL , , I I r r L . I I � � T I ;,I I i I 8:, ,Z,C � r :: S , .. - . Y ' I I = III ; ' . , :.. s^ - �I Y _ '� _ �.- I .y r "ll" ,. e i - `P,irGDp NG{yy0 c1/. . EFq� q� \\� ,4 , \ I ri ONS' _ ._ re a ., . . ' r' r ' ., - I r IT �. ' s.: f 6 k` IG ' '�; : �, .,l . ,, Ir .: t rt' �. -'-� q d trr r i v 4' L Or gti+D, 2. '.p -� .I I �� r ti r r + - 8 1 L. I �. , �-.,,G r f .. T L.I I tom'' N - I +:• I' - Y - d- I , . �r : :+y Y. F, r :'-y>,_ li... x- 1,. ,, .,�r,�' .v`'" < ..;' > ,, daft Li 3� ! . ..:." I ,_.. -.{,. ,;. z., c k's. ;rti ^a, n.a; -.,., e n :: „ ..:::h, i . i.:.,, f ;�V«:'v 4,,., „� u.. �H ,,,t t ,q r . ', .,; l,i' , k"i' ; ..�; - tt' d 1 .;X r t ;'>ai�rr t.. ,q v".i, 1 x',f - :, . . I GENERAL CONSTRUCTION NOTES GENERAL FRAAMING NOTES NAILING SCHEDULE I.The Information an this set of construction documents is to relate basic design 1.All Ovalle,2x4 and 2x6,to be stud grade or better 16"ole. All other framing material TABLE 3 1 1 N C L U D IN G 3 3 AND 3 e intent and framing details. They aro Intended as a construction aid, not a substitute to be a2 daugias fir or better. 1096 sec HIGH collo EDITION W000 FRAME ON5Tfl UCTION MANUAL ._ II for generally accepted good building practice and compliance with Currant New York JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 1 state building codes. The general contractor is responsible fpr providing standard - 2.Allwood framing in Contact With concrete or masonry to be pressure treated construction details and procedures to ensure a professionally finished,structurallyROOF F R A M IN G RAFTER TO TOP PLATE TOE NAILED a' 0 4- WALL. d PER RAFTER Ali sound,and weatherproof completed product. 3.Provide double door Joists under all walla parallel to Moor joist span direction unless 10'-0" WALL Bd PER RAFTER atheMaeB specified. CEILING JOIST TO TOP PLATE TOE NAILED B'-0" WAIL - d PER JOIST 101-0" WALL 4-0tl PER JOIST 8Z 2.General between dcoordinate all sub contractor,whedUliDg Of Wprk,'and � CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 T EACH LAP �- ' ' Interaction between trades. 4.Provide x-bracing or solid blocking ate maximum of8'-0"o/c for all dimensional CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP ¢ I !O I ' COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 34 PER TIE i� /'LIP lumber floor joists. BLOCKING TO RAFTER TOE NAILED 2-8d EACH END ' JO 3.The general Contractor is responsible for ensuring that all Work and construction RIM BOARD TO RAFTER ENO NAILED 2-16d EACH END Z meets or exceeds current federal, state,and local codes,ordinances and regulabons, 5. Floor construction:%`tongue and groove plywood subli Finished material to be etc. These Codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floorjolsts. WALL FRAMING Icn ,¢ v 'w a0tl Should be adhered to eVBD lfthey are In variance With the plan, TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT .All window and door headers to be minimum(2)2x10 unless otherwise specified TOP PLATER AT INTERSECTIONS FACE NAILED 2-16d JOINTS . EACH SIDE 6 STUD TO STUD FACE NA LED 2-160 24" OIC li 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. HEADER TO HEADER FACE NAILED 16d 16" O IC ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2x4 STUD 3,16tl PER 2x6 STUD 5.The designer has not been engaged for Construction supervislon and assumes no 7. Provide full solid blocking under all bearing walla. 4-16 d PER 2X B STUD responsibility for construction coordinating with mese plans, nor responsibility for I BOTTOM PLATE TO FLOOR JOIST, construction means, methods,techniques,sequences,or procedures,or for safety S.All beams to have adequate bearing at each end or as specified. eANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-18d PER FOOT precautions and programa in connection with the work, There are no warranties fora F LOON PRAMIxo specific use expressed or implied in the use of these plans. - 9 All flush beam and joist intersections to have galvanized hangers. JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-ad PER JOIST BRIDGING TO JOIST TOE NAILED 2-ad EACH END 6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with X exterior grade plywood or BLOCKING TO JOIST TOE NAILED 2-11d EACH E N D dows. All windows to be Andersen high performance quality or approved equal 7(16"OSB plywood,group 1,APA rated. Plywood[o span'over all P Isles and BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 10 EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST N vnn 'Lp�i n headers. JOIST TOE NAILED 3 ad PER JOIST BAND JOIST TO JOIST LEDGER TO BEAM END NAILED 3.164 PER JOIST 7. Door and window headers to align unless otherwise noted. BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16tl PER FOOT 11.Provide insulation baffles at save vents between rafters. 8.General contractor is to ensure that masonry and prefabricated fireplace ROOF sxEATHING ' 'Z, construction meets or exceeds all manufacturer's specifications and applicable Codes. 12. Exterior flashing to be correctly installed at all Connections between roofs,walls, PANEL EDGES IS IS m I STRUCTURAL PANELS 4' P RIMF ET REDDGF Z ). E - 16" OIC - 6" AT chimneys, projections, and penetrations as required by approved construction Btl AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD N! IDIOI 9. General contractor to consult and coordinate with the owner and the plans for all practices. INTERIOR 20NE . 10101C - 8" AT PANEL EDGES AND 12" t.aral Ba AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD built in items such as bookcases, shelving,pantry,closets,etc. Ip, FOR ROOF SHEATHING WITHIN 4'-6" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-6" ON EACH SIDE OF 1' E ROOF PEAK, THE 4 -0" O 13.General COOhaCtOf to provide adequate attic ventilation and roof vents. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 10.Provide hardwired smoke detectors,with battery backup,on all floor:and in each bedroom,verify with tout code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. CSILING 84EAYNING Residential Construction Code. Install carbon monoxide detectors as per Code, GENERAL PLUMBING NOTES GYPSUM WALLBOARD 5d COOLERS 7" EDGE 110" FIELD '-----_-- ALL SHEATHING _GENERAL FOUNDATION NOTES 1, Plumbing subcontractor to be responsible for adhering 10 all applicable code and STRUCTURAL PANELS 4' EDGE ZONE - 16" OIC - 6" AT PANEL EDGES AND 12" AT ad INTERMEDIATE SUPPORTS IN THE PANEL FIELD safety requirements. INTERIOR ZONE - 16" O,C - 6" AT PANEL EDGES AND IV' F c0 1. General contractor to review plans,elevabons,and details to determine intended ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD LO heights of finished floor(s)above typical rade. 2. Ifwaft plates or' fists are cut during the installation of plumbing fixtures or FIBERBOARD PANELS 7116" ad 3• EDGE I6" FIELD EL 0 g typ' g p M 9 P 9 26132" ed 3" EDGE 16" FIELD d r equipment provide bracing to tie framing back together. GYPSUM WALLBOARD Btl COOLERS 7" EDGE IID" FIELD Z 2.All footings rest On undisturbed 5111. 4' EDGE ZONE - TO" OIC - B" AT PANEL EDGES AND 12" AT UJ g HAR D00AR0 Btl INTERMEDIATE SUPPO PRS IN THE PANEL FIE LO W GENERAL HVAC SYSTEM NOTES INTERIOR ZONE - 16" O,C - 6" AT PANEL EDGES AND 12- IK 3.Provide''A"expansion joint material between all concrete slabs and abutting ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 0 to concrete or masonry walls occurring In exterior or unheated Interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. FL OR-SHEATHING 4. STRUCTURAL PANELS - 1" OR LESS 0tl 6" EDGE / 12" FIELD Q } O In Concrete t 4"Band or gravel till minimum,with polyethylene !fig wire mesh reinforcing, O 2 Interior slabs to be placed on l3 mil.stabilized polyethylene vapor barrier. 2. HVAC pmentscoiler. or to fully cooNina[e all system Aare and requirements with the NAILING flEO O MEN S ARE BASED N WALL SATM NG NAIL a / AT THE PA EL EDGE. IF ALL SHEATHING IS NAIL50 O THE eQUipment SUpPller. PANEL EDGE TO OBTAIN SHEAR SHEAR CAPACITIES. NAILING MAINTAIN REQUIREMENTS FOR STRUCTURAL MEMBERS 6HA1 L BE DOUBLED, OR ALTERNATE fY CONNECTORS,L SUCH A9 SHEAR PLATES, SHALL BeBE USED TO MAINTAIN THE LOAD PATH S. PfOVIdO DmWI space ventilation per local Code requirements. d WHEN TO 1 SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE z d' 3. HVAC subcontractor to provide final system layout drawing and submit it to general R E D U C E O T O 1016 d NAIL PER FOOT ,- Q 6.General contractor to Install cop•r-tex(or copper)sheat metal termite shields contractor,owner,and equipment supplier for final review and approval. between all wood surfaces that are exposed to concrete or masonry surfaces. NEW lett TABLE-3.4' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NCODE 11s9s-SBC HIGH W IND eDIT1oN W10OD WEATHERING SEVERE 7. Dampproof exterior of foundation with a bituminous coating as per code and loll 11RAME CONSTRUCTION MANUAL - FROST LINE DEPTH T-0" conditions GENERAL WIND PROTECTION CONNECTION NOTES 'RA t&j SPACING 16"OfC Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 12.1 mpn FASTEST W IFOSPEED TERMITE MODERATE TO HEAVY Fasteners and Connectors for Wood Wood Fame Construction r DECAY SLIGHT TO MODERATE GENERAL FLOOR PLAN NOTES g Frame Construction ROOF ROOF NUMBER WINTER-DESIGN TEMP. 11 and 1895 SBC High Wind Ion o0 PITCH SPAN (H) OF NAILS ICE SHIELD UNDER- AS PER MANUFACTURER'S 1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A Continuous load path between footings,foundations walls,floors, studs and roof 4;12 _ _12 3 LAYMENT REQUIRED SPEbIFICATIONS If STATE CODE framing shall be provided, , _ - 16 4 FLOOD HAZARDS 2 All Interior walls to be covered with I gypsum board with metal comer reinforcing. - _ 20 ,- _ e Tape,float,and Sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the _ _24 6 U) Standard Building Code,Table 2306.1 shall be Installed in accordance with _ _ _ - - 26 7 Of 3.Walls Common to garage and house to have a layer of 5/8",fire rated - - _ 32 - g g y gypsum board manufaetureYe recommendatlpne. 3a Z at garage side with 5'•0"return on adjacent walls and ceiling Manufactured lumber s: z 12 a ' requires 2layers of 5/8",flre rated gypsum board. 3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather orUJ - ---- - - - 16 - a subject to Bait corrosion in costal areas,shall be stainless steel or hot dipped - - - -_ __ io _ _ _ 4 U 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. - _ - - 24 _ _6 Z resistant gypsum board, or wall the set on wonderboard or equal. zs __6 Z 4.Where windows and doors interrupt wood structural panel sheathing and siding, --_, 32 - . 7 � IX framing anchors or Connectors shall be provided at the top and bottom of Cripple 36 7 O studs, header etude,and at least one stud at each side of opening. I e z - - - - s - _ 3 h 12 3 O S. Ridge straps shell be attached to each pair of opposing rafters except where collar - - - - - -24 - - - e O Has of 1X6 or 2X4 lumber is located in upper third of attic space and attach to each pair - - -- - _ -ZB _ - - - 5 iii Z UJ of rafters. -_-_ _ az 6 6. Uplift connectors shall be provided at each rafter bearing. 3e 7 iii M .. 7'12-12:12 122 . - _ . _ Z Floor to floor hold-downs to be provided every 40,and every 16"within 4'ofezreIS 3dor _ . .... - - - -20 - - 4 comers. - - - -- - - - -- - .. z4 ...4 8. SII(Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation -- -- - - - - 98 - -_ 6 with anchor bolts having a min, bolt diameter of 518"and W x 3"x 1ff"shers. A - - - - -3s � 6 minimum of one anchor boll shall be provided within 6 to,12 inches'of each and of each plate. Anchor btlds shall have a minimum embedment of 7Inches In Concrete/ - masonry foundations Anchor bolts shall be located within 12 Inches of carriers and at spacing not exceeding 4 feet on comer. - p'(,, r YO THESE NOTES ARE GENERAL CONSTRUCTTON NOTES, THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN, THEY ARE TO BE CONSIDERED AS TJ Jyl W GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR n1 `p O � �.'+8� �i'y,+ ) 'Ell GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. E<a uiO q it RIDGE-_-..__ _— RAFTER _I z O li USP RS250 AT 21' - K Ip I IL � I v Z '� ! m 1 A ''�RAFTER/RIDGERAFTERwHcr__ r. . -- _- - - -- _-_ - .-- - - - RAFTER __-- Cl KINGSTUDS____ RIDGE ._ _.__-.__ _ RAFTER STUD ) d �I 'Ir USP RT16 OR(2)R77 ---- ml 0 RAFTER -_ _- -C) HEADER _---- - - ._£ 10 TOP PLATE -0 TOP PLATE -— -C� (D irl LI } USP RT3 - -_ — � 'Z ' 1. USP LS OR TMU ES--- - -- - 1 WAL RSTUD t8" ---- ---O USP RS250 AT 12" ---- CONNECTION USP PRODUCT NUMBER Y O USP RS250 AT 21 _ USP RT20----- � '' ' I � WALL STUD ------- -Ei - I� JACK STUDS - -- - \) A RAFTER/RIDGE/RAFTER WITH CT RS250 21 ,=I RAFTER/RIDGE/RAFTERWITHOUTCT RS25021"+LSSH179 I,„ I B RAFTEP/PLATE/STUD RT20N'I RAFTER/PLATE RT16 or(2)RT7 _ PLATE/STUD RS250 18” -_ B RAFTER/PLATE _ PLATE/STUD C HEADER/STUD HEADER/JACK K C HEADERISTUD RT3 Al STUD _ HEADERMACK STUD RS250 12" RAFTER/RIDGE/RAFTERwrocrB RAFTER/PLATE/STUD _ ) D FLOOR TO FLOOR KLFTA or RS250 36" a W E STUD/PLATE/SILL - RS250 36" CL O STUD/PLATE RS250 iB" Z N PLATE/SILL MP6F Lu R F ANCHOR BOLTS STB16 Of _� M G POST ANCHOR FOR DECKS PAU SERIES U co POST ANCHOR FOR COyERED PORCHES CBE SERIES ¢ ZdO _ i'1743 OR 2X4-16"OIC COLLAR TIES MIN. I, O o -___ _� --__—_�-__.--__-_...--_- _ 1• Z V m POST t USP CBE --- - # P.C.FOOTING - --- �1 2ND.FLOOR WALL STUD---- - E) 2ND.FLOOR WALL STUD--- ? 1ST.FLOOR WALL STUD-- C) �l./ W 1ST.FLOOR WALL STUD U. H 2ND. FLOOR PLATE-- 2ND.FLOOR PLATE - - G .I POST ANCHOR FOR COVERED PORCHES Z SUBFLOOR--- -- SUBFLOOR'------ _ - - W IST.FLOOR PLATE------ - 1ST.FLOOR PLATE---- t - U RIMBOARD- — {) RIMBOARD E) 'SUBFLOOR----,---- SUBFLOOR-- - ----- - P't Z USP KLFTA ------- - -- USP RS250 AT 35' - r� USP RB250 AT 36 ----- USP R5250 AT 16" ----- O 1ST.FLOOR TOP PLATES - 1ST.FLOOR TOP PLATES- RIM BOARD RIM BOARD - O DOUBLE SILL PLATE -- - POST - -\ LL DOUBLE SILL PLATE -- _= USP MP6F ---------- Z IST FLOOR WALL STUD--- E7 IST FLOOR WALL STUD- O FOUNDATION WALL ----�� FOUNDATION WALL C� " Q _ . USP PAU w P.C.FOOTING-- - 'rC.i _ D FLOOR TO_ FLOOR D FLOOR_ TO FLOOR_ .. E \$TUb/PLATE/SILL- . _ E_ 'I STUD/PLATE PLATE/SILL - G POST ANCHOog0e0c§ 1 - L--_ -_ - - - _. 1 \U} ,�Qp i'O O Sp coq 9 -O 9 N N O � o• I' N 3 N .a `" e0P`" Z SroRY .a FRAME N uo�SE Z3 PPaPo'iED �UN a GARPGE o �L N N 3 is=o 5 44'-19••loW 130.14 PLOT PLAN ob(. IDoo sEu. 059 aw cK 2 Pct 8 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /.27/04rS APPLICANT: ��ear-ne>1r►� - DATE SUBMITTED: ! /2$/0¢f SCTM#DISTRICT: 1,000, SECTION: 59 , BLOCK: a , LOT:. SUBDIVISION: N/4 ADDRESS: tcac L11" l,,,e," R,,d CITY: C�pLn,40a� ZONING DISTRICT: —CONFORMING?CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OWN BP -Z/C/0 Z- , INFO BP -Z/ C/0 Z- , INFO ,/ BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8: REQ. LOT SIZE: ACT. LOT SIZE:12-114( REQ. LOT COV. Aa 7 ACT. LOT COV. REQ. FRONT 33' PROP. FRONT ;--'--REQ SIDE /14z;; ACT. SIDE REQ. REAR '3`! PROP. REAR / REQ. hEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITE WATER FRONT? /&D DESCRIPTION: L # FLOOD ZONE/< BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTHD :. YES o 0 (BED#): DT i/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y o�PTIC CE IFICATION: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O DTE: PERMIT#: SOUTHOLD TOWN TRU TEES: YES o DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES O NEW YORK STATE.CODE COMPLIANCE (SEE PAGE or NO NOTES: ✓ o FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL--. TOTAL: $ SF FEE FEE FEE 1. _SF)- ( SF)= SFX$ =$ +$ +$ =$ 2. ASF)- ( SF)= SF X $ =$ +$ +$ _$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ _$ FINAL TOTAL: $ NEW YORK STATE 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: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE 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 DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.:Y/N LIGHT S%: Y/N VENT 4%: Y/N 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 COMPETENCE?Y/N(RETURN TO PAGE ONE)