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37068-Z
llfv F.' t� Town of Southold Annex 12/7/2012 =off c��y P.O.Box 1179 � 54375 Main Road oy Southold,New York 11971 :flpl CERTIFICATE OF OCCUPANCY No: 36074 Date: 12/7/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4573 WICKHAM AVENUE, MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 107.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/28/2009 pursuant to which Building Permit No. 37068 dated 3/15/2012 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: "as built"alteration and deck addition to an existing one family dwelling as applied for per ZBA#6296, dated 8/18/09. The certificate is issued to DIANE DELUCIA&ALBERT LEUTWYLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37068 12/3/10 PLUMBERS CERTIFICATION DATED 3/27/12 Mattituck Plumbing&Heating AuthAzed Signature TOWN OF SOUTHOLD �a ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • � ¢ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37068 Date: 3/15/2012 Permission is hereby granted to: DIANE DELUCIA & ALBERT LEUTWYLER 4573 WICKHAM AVENUE MATTITUCK, NY 11952 To: MINOR "AS BUILT" ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 34986 At premises located at: 4573 WICKHAM AVENUE SCTM # 473889 Sec/Block/Lot# 107.4-5 Pursuant to application dated 8/28/2009 and approved by the Building Inspector. To expire on 9/15/2013. Fees: �10 PERMIT RENEWAL $200.00 _ otal: $200.00 In Building Inspecto 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) � ©G S- PERMIT NO. 34986 Z Date SEPTEMBER 8 , 2009 Permission is hereby granted to: � DIANE DELUCIA W ���'�.� �14 T_L w lf, 4573 WICKHAM AVE MATTITUCK,NY 11952 for MINOR "AS BUILT" ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4573 WICKHAM AVE MATTITUCK County Tax Map No. 473889 Section 107 Block 0004 Lot No. 005 pursuant to application dated AUGUST 28 , 2009 and approved by the Building Inspector to expire on MARCH 8, 2011 . Fee $ 400 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6. TOWN OFSOUTHOLD SEP 2 7 LuiL i -1 BUILDING DEPARTMENT �.•.N. TOWN HALL 765-1302 BLDG.DEPT. TOWN OF SOUTHOLD T 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 elisfing buildings(prior to April9, 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 Nierefor in writing to the applicant. C. Fees .1. Certificate of Occupancy- New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming.pool $50.00, Accessory building$50.00, Additions to accessory building$50-00, Businesses$50.00'. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. . Updated Certificate of Occupancy- $50.00 .5_ Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. "I I Z�.� Z(Jl q- New Construction: Old or Pre-existing Buildin. : (check one) _..__.._:...... :.... _.._..,,...II. "1'Location of Property: ` ��� ( C�LhAIIK TC"ll c 4--rt 1mae-- House No. 1�. Street Hamlet Owner or Owners of Property: ne b�p-(-G l e — . f o Suffolk County Tax Map No 1000, Section r Block _Lot J� S6division Filed Map. Lot: Permit No. 3��(� _Date of Permit. $ 2�( Zi7(�q Applicant: `(�(�t �4 d c Health Dept.Approval: Underwriters Approval: Planning Board Approval: keyuest for: Temporary Certificate Final Certificate: _ (check one) t Fee Submitted: $ �� Applicant Signature *pF SO�ry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • �o roger.richert(-town.southold.ny.us Southold,NY 11971-0959 Q �yC4UNf`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Leutwyler/Delucia Address: 4573 Wickam Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 3-7 `,,S'ed 349%Section: IJ`� 473889 Block: - 77 Lot: rj 5-Apr WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 100a Heat gas Duplec Recpt 23 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 100a overhead service, 2-paddle fans, 1-oven Notes: Inspector Signature: Date: Dec 3 2010 81-Cert Electrical Compliance Form c � y � Hall, 53095 Main Road Oy Fax (631) 765 s 5: P O Box 1179 7O� ��� Telephone (631) 'c_ New Yolk 11971•0959 Y�( BUILDINC'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Dater 3 2-7/2— Building Permit No. �i7 6CY� 0 w n e r: c 'Le ((A Nd a40 LCkY401 (Please,print) Plumber: o•-I r•*�.� (�' Win -t Ica {-',r (Please piint)' I certify chat the solder used in the water supply system contains less than 2/10 of I io lead. ( lu ni-b ers ignature) S\\•orn to before me this j.9 N; o f 2 0 I a- DENISE KING Notary Public, State of New York Registration #01K16041757 Qualified in.Suffolk County /, Notary Public; County My Commission Expires May 15, 2wy pf SO(/T�o`o 70 • ao o�yc0utm' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r c_ DATE l '� INSPECTOR 3 �Of SOUj coUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ � FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Z' r �` ��' �� DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) - ----------------------------- 3 FOUNDATION(2ND) o Jr- ROUGH FRAMING& H PLUMBING H INSULATION PER N.Y. STATE ENERGY CODE D - 1 FINAL ol OzAt • V ADDITIONAL COMMENTS � o ��� z z TOWN nF 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 SoutholdTovvm.NorthFork.net PERMIT NO. 1 '/ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 n Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration- DBuilding Inspector OCT 2 7 APPLICATION FOR BUILDING PERMIT Date O CT 2+� ,20 O cl BLDG.DEPT. INSTRUCTIONS TDWN OF SOUTHOLD a.This application MUST be completely tilled 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 constriction 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 wane,if a corporation) 1,7L S•13,�,yAk r 6�- hw rr 0,4 l c4 q f (Mailing address of applicant) State whether applicant is owner,lessee, agent,architect,engineer,general contractor,electrician,plumber or builder b w►�✓ Name of owner of.premises 0.De—1-u r-i C,\. fiv'J!6 Lt- — (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer i (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: q, 3 w V CV1,xrwvAV-e NUti 9 {v& C- House Number Street Hamlet County Tax Map No, 1000 Section 1 Block a Lot USA Subdivision Filed Map No. Lot 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 (��(/f Survey SoutholdTown.NorthFork.net PERMIT NO. Check 50, 00 Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined r,200 Storm-Water Assessment Form g Contact: Approved ,200/ Mail to:_h .17r,,�I.W C_(& Disapproved a/cPOl�, te'. t ( y, e� Phone: Expiration 3 ,20 , 3 r� r E v UBuilding'Inspeclor D FEB 3 2009 PPLICATION FOR BUILDING PERMIT OF DateeJ '(d,9� 3r s� , 20 661 TOWN O BLDG.SouTHOLD INSTRUCTIONS UT 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. (Signature of apple ant or name,if a corporation) 2 5 o v+ F3,,y Av e. C-rAs fiho IQ Y l i�t 41 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Dwh1�✓ Name of owner of premises Qi avi c,. De Lo Li oA cA v1A A I loevl+ Lett w Le-r (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. i Other Trade's License No. 1. Location of land on which proposed work will be done: y 5-73 C,c. av►z A M.atf i 1yuL tJ l Aq 2 House Number Street Hamlet County Tax Map No. 1000 Section ID-7 Block • 04. Lot o 09 Subdivision Filed-Map-No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2e s C e b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition X Alteration x Repair Removal x Demolition Other Work (Description) 4. Estimated Cost $ 3 500 Fee 5o (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor 1 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 2_4 Rear ZLf �., Depth 3 2 Height I C6 Number of Stories Dimensions of same structure with alterations or additions: Front ?; Rear Depth Height Number of Stories j('`t I-I_ p I; 8. Dimensions of entire new construction: Front Rear " ""I?eplth- . .___... y Height Number of Stories 9. Size of lot: Front 106 Rear 10% Depth 153 10. Date of Purchase 3/0/2-00� Name of Former Owner L- W(ey Ct 3tv e_4 C r 11. Zone or use district in which premises are situated Ke,5ideVL,&6kA 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of premises DrWc!rL,, 1��rAddress i-z 13-,� Phone No.c.a 1 32.5 RIR 10 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 K 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 .7C NO r * IF YES, D.E.C. PERMITS MAY BE REQUIRED. WE ►-k.v'e_: P0C ,-\Pf:)JZcv a•L- r 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. a)z o r 3 ornYw Cr mr�LE 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on surve Q ca Q co x N c-r w 0 Z'0 0 18. Are there any covenants and restrictions with respect to this property? * YES NO 7C Z a Z�CO * CD co IF YES, PROVIDE A COPY. o z �o U STATE OF NEW YORK) SS: COUNTY OF t"CA ���u G► being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the n w V1 (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. r-- Sworn to before me this 15- day of /'_)� 20 Aig Z KREWSKI aa Notary lic otary Public,State of New York Si' re of Applicant No.01ZA6179106 Qualified in Suffolk County COMMISSION EXPIRES 12/24/2011 -'x•�;,i'i.,+t a- x.. ... ...�* U.. r�3C11fpI1 gm, ME�' F: :.r • '. r `r' .Y�i3,::31:s` Y`F• It\ f�" _:y�`i ,•i ai.Via rt f.t-r f`. •a +<y,'�X '•Al�'�- 1'8i.7 9d � •-r 73- t �iityi, Yr;�r�q�,( •, � r�;:•�yryS �. ;1 3•�.• 3I �- tip ,>>.v�:, .lQ} +t . �rllYal3JC'>>� 7�..r"' f� v f ;•r, r f� Mf �F .Y f?•. �3.s"t � .. AIjR. t4}3 �,B�TS rF.e�,� � rr � `_ .3. -! .• ..-.. hF�7 �:;f�5z�'���,�P ��<C'�°�a`•, ��.�`�� arsas��', ?i'..���:'tt:. {.>.1' .. 1.1�- o *.• t ,yir ' O's �'/}�,k ��4•r���Q�FAQ i-Q� �� ::: pursuant to;the p�civistn�t�s of at lr acc©r�lwit �� Znce , R sts ald�c e -atiie`etgl�`1 Ott ,�i�4�, fi z eer�9ber 2 �9y attic �n Co�1sd , ticn:c � � u�tt hum q£; 2 tl;�iaidby 1iann�I�e€ ca and � �:��� c`tl ,� � � � ���'.�> � ` :� � �k �t� � �"���i�tl�c�i�;'�� Bx��td i� t���es „•. � ' y r 7�3 x;} ,�•� .T- "s -Y.F•#4. rht,F, 1Fxi•,r t.e h- ar....�+.,u:;. '. .''' t i. �JJ -� h�ll- Elie.#ryA� # 4 . tl d`xod cl tib:tt ., ;:a 1 itloo �'�r i11t t / a n=<•l [ Y`:(160 $,trht x start c we i cg, rac 1 f��CAA, r i .sly ,S F ra e at'cl side of tk�ewellnta�dioiist�lliiu�t + �rs, �acfers �. � ls 1 onta pro+ - i S wtr oflt4 `�, fr] r 1rs '✓ICr a� c $ F k i c, r// � �t - rY " t., C t5.r rf � r �yrpc� tll �spx'm�.ater ]utrit? i' 0 ;,41r' to �o'!� �. .. is cl tits f , ��tri ark to be �a�t�a aan ��X �4 A .� , i / f y ,Y�.Q 5 ; .�. r 2 t "�) .,•' I ,✓• ,r rrr•. ..+�r5R i� � r .} - '�c i��, � y� �'��[l�'(#x1Y���b�LtQ�� •�#A)Y7�Y b M x 7 t.,'p tv is�. k k t .. � : pa a �S. , r< � ,r2 3�2,:�;lA$� %i s?I�F:,.� '�'' gr�fs ,_ kti� •. � u. '% M!ITME�t•t� e 5 J prtlSy �"i� ��lt�S rvOj °Ydt c'l'r`dQt � �t�;•.. / :. ' - au�#lae�e ptesettts tb i��sul�sertb�t��b}�&f������t�t�the s�fd��a�d as o�tf�s date �y, a r� .:��. ,.K:; ..r t..:z�;. P".'s'• d 'R�' �Fi�rl.`,i�8,5.Pi�<a Fr . ..�r :i °:6 c _ ... •# �� . II I �f James F.King,President �QF SO Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O Ol0 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G � O Telephone(631) 765-1892 Michael J.Domino 'Q a Fax(631) 765-6641 lrouffm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #.0809C Date: October 2, 2012 THIS CERTIFIES that the construction of a 38'x8' and 42'x10.3' attached wood deck to dwelling replacement of st___ps conversion of windows to slider doors on dwelling, with the conditions of installation of gutters leaders and drxwells French drain installed around perimeter of deck buffer area 25' seaward from dwelling to be established and subsequently maintained with 4' wide access path to water At 4573 Wickham Avenue Mattituck,New York Suffolk County Tax Map# 107-4-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 26, 2009 pursuant to which Trustees Wetland Permit#7190 Dated September 23, 2009,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 38'x8' and 42'x10 3' attached wood deck to dwelling,replacement of steps conversion of windows to slider doors on dwelling with the conditions of installation of gutters leaders and dells French drain installed around perimeter of deck,buffer area 25' seaward from dwelling to be established and subsequently maintained with 4' wide access path to water. The certificate is issued to DIANA DELUCIA owner of the aforesaid property. c;?- ' Authorized Signature DEC Permit Applications Page 2 of 4 DEC Permit Application Detail Application ID: 1-4738-03671/00001 Facility: Delucia Property Location: 4573 Wickham Ave, Mattituck, NY 11952 Town or.City: Southold Applicant: Delucia, Diana Permit Type: Tidal Wetlands @ Application Type: New Date Received: 01/03/2007 @ Status: Issued as of 01/13/2009 Complete Status: Complete as of 05/07/2008 UPA Class: Minor Short Description: construct decking around the house . ENB Publication Date: Written Comments Due: SEQR Class: Type II Action SEQR Determination: Not Applicable @ Lead Agency: None Designated Environmental Justice:.The application is riot subject to the Department's Environmental Justice - policy (CP-29)..Either the permits needed for the project are not subject to the policy or it has been determined that the project would not affect a Potential Environmental Justice Area. SHPA Status: The proposed activity is not subject to review in accordance with SHPA. The permit type is exempt or the activity is being reviewed in accordance with federal historic preservation regulations. Coastal Zond`Status: This project is not located in a Coastal Management area and is not subject to the Waterfront Revitalization and Coastal Resources Act. Final Disposition:. Issued,as of 01/13/2009 Permit Effective Date: 01/13/2009 Permit Expiration Date: 01/12/2014 DEC Contact: SUNY @ Stony BROOK150 Circle Rd, Stony Brook, NY 11790 Tel:(631.)444-0365 Please email the Regional Office for additional information or questions regarding this application. l http://www.dec.ny.gov/cfinx/extapps/envapps/ihdex.cfTn 3/24/2009 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID-14738-03671 Permit-Components NATURAL RESOURCE PERMIT CONDMoNS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF.OTHER PRRMUTTFF OBLIGATIONS NATURAL_RESOURCE PERMIT COND.ino S,Apply to the Following -.Permits: TIDAL WETLANDS .1. Conformance With Plans All activi4es authorized by this permit must be in strict conformance with the approved plans submittedbq the-applicant or.-applicant's-agent as part of the.permit application. Such approved plans were prepared by Diana Delucia and Albert Txutwyler and are dated January 2008. 2. Notice of Commencement At least 48 hours prior to,-commencement of the-project,the permittee - and contractor shall sign and return the top portion of the-enclosed notification fob-certifying that they Are fully aware of and understand all terms and conditi®ns of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned;along with photographs of the completed work. , 3. Notice Covenant-The permit holder,shall incorporate a restrictive covenant to the deed for the. property.where the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit rThtcshafi-restnctaiiyf�furtltct dvcic�pmie #o ate prapezr' . on�heYseaward srdec�f the exrstYng house�"l�h�deed cvvcnant shallarun�witl?. �.iau+dia_l "'e�r��e�fy':-A 5,... copy of this covenanted heed-or other acceptable proof of recorcl;`along with the number assigned to this permit,shall be submitted within 90 days and prior to the commencement of any regulated activity at the site to: NYSDEC;Marine Habitat Protection,50 Circle Road,Stony Brook NY 11790-2356,,Attn: Compliance. 4. No Construction Debris in'Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal: No debris is permitted in wetlands and/or protected buffer areas. S. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than,48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute'matting until weather conditions favor germination 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the-project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. .Page 2 of 5 NEW YORK STATE DEPARTMENT OF EII MONMENTAL CONSERVATION Facility DEC ID 1473"3671 PERAM Under the Environmental Conservation Law CL Permittee-and Facility Information Permit Issued To: Facility: DIANA DELUCIA DELUCIA PROPERTY 12 SOUTH BAY AVE 4573 WICKHAM AVE EASTPORT,NY 11941 MATTTTUCK,NY 11952 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM E: 707.247 NYTM N: 4542.05.9 Latitude: 41°00'12.T' Longitude: 73°32'08.6" Authorized Activity: Construct a,deck.around two sides of the dwelling with two sets of access steps. Install gutters,french drains and a drjQ11 to capture runoff. All work shall be done according to the enclosed plan stamped"NYSDEC Approved." Permit Authorizations __- Tidal Wetlands-Under Article 25 Permit ID 1-4738-03671/00001 New Permit Effective Date: 1/13/2009 Expiration Date: 1/1212014 WSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:GEORGE W HAMMARTH,Deputy Regional Permit Administrator Address: NYSDEC REGION I HEADQUARTERS SUNY @ STONY BROOY450 CIRCLE RD STONY BROOK NY 11 -3409 Authorized Signature: Date l , Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03671 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Diana DeLucia and Albert Leutwyler and are dated January 2008. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs-of the completed work. 3. Notice Covenant-The permit holder shall incorporate a restrictive covenant to the deed for th `Q, `- property where the project will be conducted and file it with the Clerk of Suffolk County within 30 ays;.--, :. f of the effective date of this permit. This covenant shall restrict any further development to the property on the seaward side of the existing house. This deed covenant shall run with the land in perpetuity. A copy of this covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days and prior to the commencement of any regulated activity at the site to: NYSDEC,Marine Habitat Protection, 50 Circle Road, Stony Brook NY 1 1 790-23 56,Attn: 3 Compliance. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than-48 hours . or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 501inear feet from the tidal wetland boundary. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low Facility DEC ID 1-4738-03671 8. Install,Maintain Erosion Controls Necessary erosion control measures;i.e., straw bales,silt fencing,etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 9. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 60 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 10. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 11. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Departmenf of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the.State of New York on account of any such removal or alteration. 12. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels,solvents, lubricants, epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 13. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS-Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine-whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). Page 3 of 5 Adk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Faeffiity DEC ID 1-4738-03671 The permittee shall provide a person to accompany the Department's representative during an inspection, to the permit area when requested by the Department_ A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; . b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 4 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4739-03671 NOTIFICATION OF OTHER PERNIITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims,suits, actions, and damages,to the extent attributable to the permitteds acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under ,Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D:No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: February 10, 2009 TO: Diana Delucia 12 So.Bay Avenue Eastport, NY 11941 Please take notice that your application dated February 3, 2009 For a permit for construction of a deck addition to an existing dwelling at Location of property: 4573 Wickham Ave., Mattituck,NY 11952 County Tax Map No. 1000- Section 107 Block 4 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed addition to a single family dwelling on a non-conforming 12,900 sq. ft. parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognizedy the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring between less than 20,000 sq. ft. shall have a minimum front yard setback of.35' and a minimum rear yard setback of 35'. According to the survey, the deck will be setback 31.5' in the front yard & 16' in the rear yard. Authorized Signature Office Location: �*�F SoUr�,O Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 . Southold,NY 11971 • �OQ Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTDOLD Tel.(631)765-1809 Fax (631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION 'a MEETING HELD AUGUST 18, 2009 ZB File#6296- Diana.DeLucia,Applicant Property Location:4573 Wickham Avenue, Mattituck CTM# 1000-107-4-5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this . application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRk SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated 4/21/09 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a 12,900 square foot, not including 1500 square feet of wetlands, parcel as indicated on a site plan prepared.by Diana DeLucia and Albert Leutwyler, and July 31, 2006 survey prepared by Smith, Jung 'and Gillis, L.S. The property is improved with asingle-story 852 square foot frame dwelling:The parcel measures 153.0 feet along the Southern property line to the high water line, 108.81 feet alA a tie line adjacent to Long Creek on the Western property line,..146.5 feet along the Northern property line'j�and 106.42 feet along the Eastern property line to the private right-of-way. The property has a tidal wetland boundary along the western edge of the property at Long Creek. BASIS OF APPLICATION: Requests for Variances under Section 280-124, based on the Building Inspector's February 10, 2009 Notice of Disapproval concerning a proposed deck addition to the dwelling, which new construction will have,setbacks from the front property line at less than the code:required minimum of 35 feet and from the rear property line at less than 35 feet: f LWRP: TOWN CODE```CHAPTER 268: A letter dated July 17, 2009 from Mark Terry,Town LWRP Coordinator, addressing the variances requested, made the recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that the following recommendations to.f6'rther the below listed policies are implemented. Policy 6. Protect and 4store the quality and function of the Town of Southold ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. c i i i Page 2—August 18,2009 ZBA#6296-Diana DeLucia,Applicant CTM#1000-107-4-5 E. Maintain buffers toFensure that adverse effects of adjacent or nearby development are avoided: 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. 2. Avoid permanent or unnecessary disturbance within buffer areas. 3. Maintain existing indigenous vegetation within buffer areas. The LWRP Coordinator also recommends that a perpetual, natural buffer be required to protect Long Creek. The Board agrees with these recommendations. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 30,.2009 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and.other evidence, th`e Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant proposes to construct a new deck addition to an existing dwelling as shown on the site plan prepared by Diana DeLucia and Albert Leutwyler dated January 2008. The proposed" deck addition will require a Front Yard setback variance and a Rear Yard setback variance. s: ADDITIONAL INFORMATION The applicant has acquired a NYSDEC permit for the proposed new deck addition. The NYSDEC permit is requiring multiple conditions and obligations, one of which is the installation of dry wells and french drains. The NYSDEC permit is also requiring the incorporation of a restrictive covenant to the property deed which shall restrict any further development to the property on the seaward side (Long Creek) of the existing dwelling. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Boar&,makes the following findings: y1. 1. Town Law 267-0 b 3 1 . Grant of the variance will not produce an undesirable change in the character of the neighborhood 4 a detriment to nearby properties. This lot has 153 feet of frontage along a private right- of-way. The home �� centered on the property, and based on the code definition, the Building Inspector determined the front ,bird is the yard adjacent to the right-of-way, and the rear.yard at the opposite or'northerly side of the home. However on this property, the waterside is the applicant's usable back yard, and the technical j rear yard by code definition appears to be a side yard. The style of the proposed deck is similar to what exists in the neighborhood. ;' he area is heavily treed and the existing dwelling would shield most of the view of the proposed new deck aMition from adjoining property owners. 2. Town Law §267-6�0(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing. dwelling with its existing two entry/exit locations make the location of the proposed new deck addition the most functional and practical. With respect to the Front.Yard setback variance, the applicant could redesign the proposed deck to eliminate the location which is requiring a Front Yard setback variance. With regard to the rear yard setback variance requested, the existing dwelling is already within a rear yard setback limit, and any protrusion from the existing dwelling at this location such as a deck addition or any structure will require an area variance. � I I Page 3—August 18,2009 ZBA#6296-Diana DeLucia,Applicant CTM#1000-107-4-5 k� 3. Town Law�267-bQ)N(3). The Front Yard setback variance requested is 10% which is not substantial. The rear yard setback variance requested is 54%which is substantial. 4. Town Law 07-tb3)(b)(51 The difficulty has been self-created with respect to the requirement of a Front Yard variance, because the applicant could redesign the proposed deck to not require a Front Yard variance. The difficulty has not`,Been self- created with respect to the requirement of a Rear Yard variance because the dwelling exists in its present location. 5. Town Law 267-b4.3 b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Town Law V67-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the'benefit of his property, while preserving and protecting the character of the neighborhood and the health,safetyand welfare of the community. RESOLUTION OF THEE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law N7-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to GRANT the v1riances as applied for, as shown on the site.plan prepared by Diana DeLucia and Albert Leutwyler datd January 2008 (date stamped Mar 27 2009 by ZBA) and elevation drawing dated . 3/24/09. -` Any deviation from the;variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey si, maps, are not authorized under this application when involving nonconformities under the zoning code. This;action does not authorize or condone any current or future use, setback or other feature of the subject propeftthat may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves th'� right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chair Weism d Schneid r. This Resolution was duly adopted (4-0): I RD P. GOEHRINGER, CHAIRM 8/z..512009 r Approved for Filing Ff r h:. I Y. 3-2.d� ZZI )NogTown of Southold Erosion, Sedimentation & Storm-Wafer Run-off ASSESSMEN T FORM 01 PROPERTY LOCATION: S.C.T.M.* THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑. (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? M This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl f $ Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? ' 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of EIX Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running.through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of--way? $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan Is NOT Required!---------------------------------------------------- STATE OF NEW YORK, COUNTY OF That I ��..`.. .. being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Il .V....................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of 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 herewith. Swom to before me this; ........&.7.........................day of.. C ...................... ,20.0 Notary Public: ` `......).° !!`...'..... ViCKI TOTH .NOWyPUblic-•SWOOf•NOW Yolk.. .. ....... ..................................... ............ NO.OI TO-6190696 ignature of Applicant) QU811fied in FORM - 06/07 (XIMiTTI`f'n Rpires July 8, *OF SO(/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N vc(631)765-g502 P.O.Box 1179 iQ roger.richert _ZOWn.SOUtt101d.nV•uS Southold,NY 11971-0959 C01'JMY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSI'TE INFORMATION: (*Indicates required information) *Name: f I-e U, �_V` �>r v` *Address: A I7 -7 3 W,,bA4 w AV2. (&. N+H�V dt, '�►�� ��'l *Cross Street: *Phone No.: (-,;k - �7 01 MU 3 `4 1 (F 6-, Permit No.: �4 q$o Tax Map District: 1000 Section: 4 o Block: 0 , Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �D 82-Request for Inspection Form '�1 '1OW - N OF SOUTHOLD PROPERTY RECORD CAR® a 7 - OWNER STREET VILLAGE DIST. SUB. LOT FORMER PWNER N. E., ACR. 0`17.1- 7 tI2,f r _'S W TYPE OF BUILDING by A RES. (j SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS o2, Q U- 7," 6 i •lD jgb-`Ll1_799pa f I-'f+efr fa 'E40Pf.l�`-�'� . vv�9s15�0o0 tG1� Pi`64 nj Gf�fl.- ham" g17 9ln- a c-� an� 1.� (ems ���. �a,Srooa AGE BUILDING CONDITION . NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre yj Tillable . FRONTAGE ON WATER Woodland FRONTAGE ON ROAD I a Meadowland DEPTH t9 fl House Plot BULKHEAD Total DOCK ITZ . t k e OR s S ZMTMI;' F t 5 `tea �FdFSiTc"` Ms..�i � 44�c5'rt, § *n it 3�i �✓y 'k+ekrk"' '9Sr%Qrf .: ,. '}¢s vgi ONE OEM MEMO ■■ ■■■■■■■ ■■■■■ �I� ��. EMMMOEM■OEM t' 14 MEN MENOWEEMEN ME No J . � d�rryy M NONE 1 MEN No mom p ME No mom MEN EMSEMEMS mom 1� ra ME MESON ■EE■OEM■Me■MMMEMMMM M■OEM■mom■ ■MCr�■■MM■■s■MOM■■■■ rR,, ■■®■■■��■■■■®■M■■■®M■■mom■■■0 MENNEN NONE ME ON ■■ ONE M■E■■■■■i■M■EMMEMEMEMEMSE No No M■EEM■eMM■ME MEN■■■■■■■■■■■■■■■■■■ ■■■■MOMMOSEM MEN ■■ ■■EME■■■■■■EM■■EMMMMEM■M■EME■ MEMO EMEM■■■■EM■EMMMMMEMM mom M■ PlaceExt. Walls Fire Patio Rooms 2nd Floor ®® pe Roof Rooms Total Of ce' Southold Town Building Department ���G 54375 Main Road Permit#: 34986 c Southold,New York 11971 Permit Date: 9/8/2009 (631)765-1802 Expiration Date: 3/8/2011 10 Parcel ID: 107.4-5 BUILDING PERMIT RENEWAL LETTER Dated: 1/5/2012 Applicant: DIANE DELUCIA &ALBERT LEUTWYLER Location: 4573 WICKHAM AVENUE Work Description: AS BUILT ALTERATION MINOR"AS BUILT"ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR A FEE OF $69.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DIANE DELUCIA&ALBERT LEUTWYLER Address: 4573 WICKHAM AVENUE MATTITUCK,NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. o��OF SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �R� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 27, 2012 Diane Delucia & Albert Leutwyler 4573 Wickham Ave Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupanc Application for Certificate of Occupancy. (Enclosed) Electrical Underwrit rs Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plu bers Solder Certificate. (All permits involving plumbing after 4/1/84) _-Trusfees ertificZteof Compliance.-(Town Trustees#765-1892) i a�P_lann g Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 37068 - Alteration �fers• SCTM 107-4-211 / Allan Dickerson and Albert Leutwyler. 460 Paddock Way, Mattituck,NY 11952 �� (TO H W.L) Avenue S4 00.". �` FND _I1952 . E 4 V. MON 7-04-005 26I FND £: .. MON Connection from gutters Jaries delineated by se 0 and location of Dr y Well - ian �. /10 feed r imental Corporation • `'}jam x v S, t D ra"ns C) �► 216 iN r ' V :Southeast Neighbor: 1 SCTM 107-4-6 et Ivan Tchebotarev 4583 Wickham Avenu( r-��r`.. ��fie ,%` .r = Mattitu(k, NY 11952 • 14 r� r Cr of Project: WIRES FND) FND ating entry steps into house 14.4 , AQN MON ;.Construct a wood deck a all around plus two sets of steps fl 1 ,ttach deck to existing house on N 4 3 5 0 0 W 1%5 3. 0 t! :2"above round level. drains,9 Y utters and dry well to (TO H WL.) f ,er runoff Scale " = 16 is 14,400 sq ft. DEC .coverage of house prior to NY.S � ,. H+ I I` I APPROVED AS PER TERMS 52 sq ft,or 5.9%: AND CONDITIONS OF Southwest Neighbor: � coverage after decking PERMIT NO• - 7 � 1 , :,or 10.54% DATE i 8� 6 71/060 b/ SCTM: 107-4-12 ` +� Shirley Tuthill o N 'D IEL 0 D a_ : om=% 0 HA D c 4 �JC573 o AV..-B ROOO .Q o04-005 04 Lu TD : „ it : : TM 0 R IL : po 420 o)(ax � � � , � aL w 63R �77 a r , c 6 3 " SOUTHOLD BUILDING DEPARTMENT CRITERIA 1 OCCUPANCY CLASSIFICATION P-3 PESiDEPMAL-SECTION 310 BUILDING CODE N.Y.S. USE 1L7'�'u'ELUNG UNIT-SECTON310 -310,2 12RA N: JRAM. U FIRE E ) 2 c SCALE: N TYPE 'OI STRLMION 'M"OOD FPAMFti CO TRUCTI �a JOB #: I Ia DESIGN CE`ITER; 1 PR,:SCRIPTIVE DE SIGN- i;95, HIGH WINC EDI 1�3t� t�wFCta1 4 DATE: 10 5—Oq FLOOR PLAINS �EC71 I�A,i~�r1i~JG ELEPd1E��I'S SEE _ �I��: DNS .. _ ,. 6 DESIGN LCfC}CpaLUL�4T]C7I~,15 M SE PEC SFIEE7 SHEET : ;- Y l : '? V111�!'S(}1N A.IVI�tJ'V�+r�',.>CrHIE.UI�I..E 'p4 • - - ��,yy �y PATH �}� {r� �^+ iJ '��✓i'"�I ill � ai .Y4� �� LING ."sCHECIL)LL ®�`;F�r':(;c,..,.y:°..` : p 4E PROTECTION N/A : 141 _ . : 1 OF 7 O F- O Q O 0 O 14'-10" 6-9 6 -9 PROVIDE 12"X6" POIURED CONCRETE 0 (2)2"X8" FLUSH PAD UNDER STAIR ;STRINGERS ACQ GDR ,> VERIFY LOCATION IN FIELD (TYP) w I ¢ O Q O 7 I I x x a I N ® N ff (2) DJ I \I�❑j M2"X12" B LOW ' I �I� R ' I II II U ' II II I t` NCO I I I 12" 8" ACQ DJ ® 16" OC 00 I I I I I 6'-8" 1 II IIC,7 40 Ila I ^�, I Illla EXISTING HOUSE I co I II III ( I o0 NO CHANGES x I I II II N ' 11 IIN o M I II II ' PROVIDE 12"X6" POURED CONCRETE " " I PAD UNDER STAIR STRINGERS Q VERIFY LOCATION IN FIELD TYP °� � I EXISTING MASONRY (TYP) CD 12" " ACQ DJ ® 16" OC I CHIMNEY W/NEW STONE rn I I I I I VENEER OVER PERMABOARD 4-10" '00IIII A w I > z .'.: LIJLLJ O (4)EXISTING PATIO GLIDERS 5-8 00 � z Q I�{I 1 (2) DJ �_N 10 U = \ _ w ir _ z s-8 o O „ 2 X8 LEDGER (TYP) I o 0 Ir- LL `e I e CDI II II d d' I N I I II II I I I : 00 co In I IIII � 00 �- I I II II U U I II II Q Q Q I ,4H-, (2)2"X8" ACQ GDR_ �- _ 00 ^� �- N °° �-'� (2)2"X8" ACQ GDR o __ __ _ _ - __ __�—_� _ - __ �_ 0 LLJ 8'-3)16" 8'-3)lg" 8'-3N6" 8'-3)l6" 8'-3)16" -4" 1'-4 44'-Y 0" DRAWN: J RABKEMCH SCALE: AS NOTED q JOB : 119 DATE: 10—5—09 SHEET NUMBER: FRAMINGPROPOSM DaUNDATION PLAN SCALE: y4„ = 1 ,_0„ f. 2 0 F 7 � o � o Qo v� 0 14'-10" N } d1 = STEPS STEP iLLL n a- \A O `0 Z � R EX I sT I NG HOUSE o NO CHANGES v o � o }.o EXISTIN& MASONRY Z VENEER OVER STONE PERMAHOARV J 1 z OL olu z_ (4)EXI5TIIN& PATIO &LIVERS STEPS m o ° LJ r m � PROP05ED '126 SOFT DEG ►� m � W Q 6-0" 6'-0" -01, DRAWN: J RNMU 44'-O SCALE: A5 NOTED JOB #: 1141 DATE: 10-5-Oq PROF05E.1;) I=LOCR FLAN 5GALE: y4" = 1�-0" t a.fa�gl 3 OF 7 � o 4 p Q O I I I t O I I I � 1 I I , 4 I I 1 t I I ' I I I '4 I NORM o � m � LL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL LLL LLLLLLLILILLLLLLLLLLLLLILLLULLLLLLLILLLILL LLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL LL LL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL LLL LLLLL LLLLLLLLLLLLLLLLLLLLLIULLLLLLLLLLLLLL LLLLLm LL LLLLLLLLLLLLLLLLLLLLLLLLLL lL LLLLLLLLLLLLLLLLLLLIILLILLILILLLLLLILLILLLL LLLLLLLLILLLLLLLLLLLLLLILLLLLLLILLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLILLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLILLLLLLLLLLLL LLLLLLLLLLLLLL lLlL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL-LLLLLLLLILILL LLLLLLLL LLLLL LL LL ILLLLILLLLLLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLLLLLLLLLLL LLLLLLLLILLLLLLLLLLLLLLLLLLLL LLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLIILLLLLLLLILLL LLLLLLLLLLILLLLLLLLLLLLLLLLLLi LLLLLLLLLLLLLL LLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL lL LLLLLLLLLLLILLLLLLLLLLLLL LLLILLLLLLLILLLIL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL LLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL LL I:I I: I I: I I: I I:I I: I PROPOSE7 EAST ELEVATION, 50ALE: y411 = I1_0 11 l`�}l 1! o ' I I t �- < z -L tX uj ' I t m ua IIIJ ' I I • I ' ' I I I N LLLLLLLLLLLLLLILLILILLLILLILILLLLLLLL L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L L L L L LL L LlL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLLLLL 7A^C iLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLILLLI LLLLLLLLLLLLLLL LLLLLL LLLLLLILLLLLLILLLLLIL LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL LLLL LLLLLLLLLILLLILLLLLLLLLLLLLLLLLLLLLLL 6IV_�{/` LLLL LILLLLLLLLLLLLLLILLLIILLLLILILLLILLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLILLLLLLLLLLLILLLLLLLLLLLLLLLLILLLL LLL L LLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLILLLL LLLLLLLLLLLLLLLLLLLLILLLLLLLLLLLLLLLLLLLLLLI LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_� LLLLLL LLLLLL LLLLLLLLLLLLLL ILL LLLLLLLLLLLLLLLLLLLLLL L LLLL L LLLLLLLLLLLLLLL` LLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLtLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLL 1S__ •������__�_ _J ,'I LILLLLLILLLLLLLLLLLL - LLLLLLLLILLLLLLLLLLLLLLLLLLLLLLLLI LL LLLLLLLILILLLLILLLLLLLILLLLLILLLLLLLLL L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL LL A _ ^ LLLLLLLLLL It I I� I 'I LLLLLLLLLI II LLL LL '• � LLLLL L DRAWN: J RAMO PA SCALE: AS NOTED JOB IICl �y =� DATE: I0-5-001 5HEET WMBERNI -R- P OP05E17 SOUTH ELEVATION FROF05ED NORTH ELEVATION 50ALE: V4" _ 1 1_0" _ 5C ALE: Y411 = (1_0 11 4 OF 7 . a O < O Q O 6 O N 4"X4" POST YV/ 2"X4" TOP 4 BOTTOM RAILS WI"X5" 20 GA. GALS/. TURKEY YVIRE BTYVN !/4"X4" 2"XS" AGQ FRAME AND OR055 BRACE D.J. I6" O.G. O SIMPSON (2)2"X12" AGQ D.J. m SIMPSON LU528 (TYP) u NOTCH a G 1 RDER H2.5Z (TYP) V "X6" DECKING Mi 2"X5" A00 D.J. 16" O.G. 2 2�X8" IRDER 2"X6" AGQ D.J. I6" O.G. STEPS �_—#--�(Z:2"XV' AGQ G 1 RDER BOLTED ° C7RADE O W(2) V 0(9AL\/. BOLTS (TYP) 4•a 4"X4" AGQ 2"X I O" LEDGER USE �' POST FASTEN MASTER J < Lu � g 51 MP50N 8 SI MPSON GRADE FASTENERS (TYP) I�-- z LU526 (TYP) ABU44 (TYP) (2) ® 2411OG S I MPSON V z 8 tu ABU44 (TYP) EXISTING 3 ° FOUNDATION O tu ° o �� X-8" SONOTUBE 8" Q PROVIDE 12 X6 POURED CONCRETE ° ' a PAD UNDER 5TA I R STRINGERS ABOVE GRADE ON B I&FOOT 20 ° 1 j VERIFY LOCATION IN FIELD (71'P) FOOTING 5'-o" °d— BELOA GRADE SECTION B-B SECTION A-A 5GALE. y2" I'—oil OWN: J RA9KE U SCALE: AS NOTED JOB #: I I a DATE: 10-5—Oq ` Y . - .J ,,•` .�` 'ram �, ,'� n 5 OF 7 PLAN CONTENTS: ROOF FRAM I NS NA I L I NCG SCHEDULE: OGf.UPANGY CLASSIFICATION R3 RE51D)=NTIAL L fin info"'✓""'"w'""d'r'wwirvals"r.ness"u b ro"b✓ulna valor uM"r'"r"""'q r"so ark""h'd"r < O BUILDING USE SINGLE FAMILY DWELLING JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES sir.rr�eallie. ,014"Is°a�'aw�a�ywp�°'�"°�p,na db1"g'�, °'�°°"I°""°'�;�""'„;to Q O BUILDING HEIGHT N/A W WALL;"12 COMMON a Frio - dry V��$wus ew ear����� TOTAL 50. FT. OF CONSTRUC,TION SQ. FT. RAFTER TO TOP PLATE 10,100";4-60 COMMON EACH RAFTER TOE NAIL 2.a.erd earl aatar e eo wdhde as mb cla*wdars,sdwgb*g d rwk will Warodia=r beMaar trod.a (n a VW 9"d aenhwbr r nepwr0,le far omeI y that an clerk wIr ewrbvemm moon or armaede ahrmt Nalw o state, z DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL C *15TRUCTION CODE AND CEILING JOIST V WALLJ 3-6D COMMON EAC44 J015T TOE NAIL br aaww tdvd as part of w spoarrahow far Oft O 14415 SB H WND G H16I EDITION,WOOD FRAME CONSTRUCTION MANUAL TO TOP PLATE 10'WALL:4-812 COMMON iwAlrtg wd elreuld w adrwvd is anwr r lhey env h roriwra ash w pill✓. _ FRAMING ELEMENTS AS PER FLOOR PLANS,ORD55 SECTIONS AND GENERAL NOTES CEILING JOIST TO AS PER TABLE 53 4.otewmws dam less gAl'iH LAP FADE NAIL prwsdwr!abler soda saraga Gate tree sw e►s�rgal. _ PARALLEL RAFTER WFGM - 5BG e.Via also✓✓has not been for carabuwar wparvulo ad awrwss no rsapard"for"Rwwdw n owadhatsg } EXT. BALCONIES 60 rah wall pier,roar naparbll iorrershan"oar,snhrsd"tslaegve,wgmuse ar prossairss,or far salty CEILING JOIST LAPS A5 PER TABLE 3.'T Pw m paaw grog a tr aanaatm"Lain wwk.n TWO Ow no sus ;a �s fr a"paces"use.praaad or Mpftd h OwC DEGK5 40 OVER PARTITION WFGM - LE EACH LAP FACE NAIL r. ATTICS W/O STORAGE 10 s.aefr to floor plan 0&~alwvdtwr,ad whdwr sdnsdde fr tops aM snss of odrdays. AN rardae to be A lierser Opp DESIGN LOAD CAL.C.UI.ATION5 ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER AS PER'TABLE- 5.4 EACH END IeACE NAIL a�sin y Sues rotas (LIVE LOADS P5F) ROOF (&ROUND SNOW LOAD) 43 e.ewrwd aatrmtar is till wnwv uat m"swry ad r.W%rbatad fr.plara awrbvehan■eats or owes&all wAmPec srwiD N BLOGKIN6 TO RAFTER 2 -8D COMMON EACH END TOE NAIL .pwlfaallw..d aPphoaa.eoalos, ROOMS(OTHER THAN SLEEPING) 40 -t �wansc aawre"w to ae"wlt am saanah,"b pa w aver aid w plo"a Per oil vent h Som soh as swlmaos W-10ft w ROOMS(SLEEPING) g0 RIM BOARD TO RAFTER 2 - IbD COMMON EACH END END NAIL la"Wows har"vd awes a www4bawm%rah smImp.on al flows mad h ash bod aw; ✓wry rah Wool soft STAIRS 40 F ngr►Mwde so per swab""P"6Mw qsh Yark flda bW=dwiwl corrbu"he"cads. titan dab""mar"eda a, atwew.w For GUARDRAILS(ANY DIREGTIOW 200 WALL FRAM I NS NA I L I NS 50HEDULE: aooddww EXPOSURE CATEGORY LOAD PATH SEE 0ON5TR1JGTION AND WIND PATH COWMTION DETAIL PAGE JOINT DESCRIPTION NAIL QUANTITY NAIL 5PACING NOTES L Owwrd ca"kodw is rsrtwo plonk owvshaw ad dekse to d"M"w blended hslylda o►Mdud follow obww or"qV da. (ROOF - FOUNOATI OW AND GENERAL. NOTE PAGE 2 At faaMV to rest on rrrdla- I - son. NAILING 5CFEDULE SEE GENERAL NOTE 5HEET TOP PLATE TO TOP PLATE 2 - 160 COMMON PEI9t,FOOT ACE MAIL1 �wdwr�tle�a J-*rsdeo+d bobwan a0 earw�ote slabs and ab"tug annrate or wawwry malls ease o ineraarIsm air ES RE55 SEE FLOOR PLANS AND W INDOW 5GHEDU..E TOP PLATE AT 4,tarrvbs a"s wed air y frmw fls rarrrR marts roan-lav to rrr a araanr nwper", Pores endow r be placed an s all aid nred SO PLUMBING RISER DIA6RAM WA INTERSECTIONS 4- 1617 COMMON JOINTS(EACH SIDE FACE NAIL FW4"V- FIRE PROTECTION WA 0."VVwe a wool spina vert ohm par local cede rngnnrwaea. (SMOKE it CO2 DETECTORS) STUD TO STUD 2 - 1612 COMMON 2400.0. FACE NAIL s.sword oorarwbr to wtrl TRUSS DESIGN WA - STANDARD STICK FRAME GON5TRUGTION swrreb o surfsso. MF b copper)dr.t eretd terwae deeli betraon 41 rraod errfasas s=et We agroaor t0 eresoay ae 160 O.G. 1.oiarppnCOP esrtwlor sf fwuddbn rein a bsurMr saattg s par Gab eat sell rrdensr. ENERGY GALGIJLATIONS WA HEADER TO HEADER 16D COMMON ALONG E06M FACE NAIL TOP OR BOTTOM 2 - 160 COMMON FER 2X4 STUD PLATE TO STUD 3 - 160 COMMON PER 2X6 5TUD END NAIL L a"wmbm WWI Was over s.r prwadwi dnmags No"s►seals aefwntysl. BOTTOM PLATE TO FLOOR 4.As hiwfer raft to be savored rah r gymam board rah matt ae"w raft%6} repo,fhwdl wd wad 0 seaMJ. FACE NAIL s✓tins oowrmw=to ywag.air hmao to hew a kW of Mat',ftv rwdl wean bed at aasge sw rah sL4'own„an odJswt J� J015T,BAND LOCXJOIST, 2 - 16D GOMMOI� PER FOOT WE NOTE, L2 ray".w slog.iwmrh"hrw b"bor raga w a lm�ws of err,rw i bawd CLIMATICSEOS RAP1 I I C DES 1 GN CRITERIA- -bisT OR BLOCKING 4.M bash will bat anw.dill arm ownw odjmw*to na was,M 1 wader r.sub"gpeaw b.wA or no pie vet on W-4 rradwtawM are". GROUND WIND SEISMIC, FROST WINTER IGESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DE5I6IV uNDERLAYMENr HAZARDS LOAD ( FLOOR SRAM I NS NA I L I NS SCHEDULE (MPH) GAT'660RY DEPTH TEMP. REWIRED I.Plumbing subcontractor to be reeporeble for adhering to all applicable code and safety 45 LSS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE NONEroqu 2.If mailralla TO HEAVY MODERATE JOINT DE5plates or Joists are cut curing the Installation of plulralA fbdww or eguipt rent JOIST TO SILL,GRIPTION NAIL QUANTITY NAIL SPACING NOTES promsbracing toy blaming bock together. TOP PLATE OR 61 4 -80 COMMON PL`xC JOIST TOE NAIL RDER BRIDGING TO JOIST 2 -8D COMMON EAti.H END TOE NAIL 1.Mechanical Is rwponeble for adhering to all appllccble codes and safety ROOF 5HEATH I NS REQU I REMENT5 FOR WIND LOAD5: / SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES BLOCKING TO JOIST 2 -80 COMMON EACH END TOE NAIL 2.WWAC Subcontractor to Pulkj coardlnate all agstwn data and requirements with the equipment -� AT PANEL EDGES SUPPORTS IN THE PANEL FIELD supplier. 4' PERIMETER EDLSE ZONE bd COMMON a 6" O.G. 8d COMMON a 6" O.G. SEE NOTES= I,S BLOCKING TO SILL OR TOP PLATE 9 - IbD GOhIMON EACE#BLOCK TOE NAIL IL HVAc subcontractor to provide Thal system layout drawFg ad suba►yt Itne to geral INTERIOR ZONE bd COMMON a 6'O.G. bd COMMM e 12" O.G. 5IM NOTE I (BOTH FIM.D5) Conti^actor,orrwr,and egylpewnt supplier for Anal revien and approval. NOTE, 2 FOR PANEL FIELD L.EDSM STRIP TO BEAM 3 - 160 COMMON EACiH JOIST FACE NAIL & AND RAKE TRU55 lad COMMON a 4"O.G. bd COMMON a 4" O.G. SEE NOTES: I,3 JOIST ON LEDGER TO BEAM 5 -80 C P>S OMMON ''�J015T TOE NAIL y- BAND JOIST TO JOIST S - 16D COMMON PER:JOIST END NAIL d I.All malls,2x4 a 2xb,to be stud grade or better 16•o%. Al other fewing material to be NOTES e2 douglas fir or better. t I j THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY, BAND JOIST TO 2 - 160 COMMON PEFr FOOT TOE NAIL 2.AM mood ftv"h contact with connate or masonry to be pressure treated. U. FOR ROOF SHEATHING NTrNN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SILL OR TOP PLATE SEE NOTE= I SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRE SHALL BE USED. S.Provide double floor joists under all nails parallel to floor joist span direction unless to < LU - 2). TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO otherwiae specified.FRAMING /� M 5 WITH 6>0.4a.FOR FRAMING MEMBERS WITH <O.42<6<O.,",TWE NAIL SPACING SHALL BE ROOF SHEATH I NS NA I L I NS 5CHEDULE: 4.Provide n x ix Ing or solid blocl"at a Rmft of 8'-0'o%for all dimonelornal km inn floor 4 ~ REDUCED TO 6 INCHES O.G. tea. ~ z 3). TABULATED 4 INCH O.G. NAIL SPAGIN6 ASSUMES SHEATHING ATTAGWED TO RAFTER/TRUSS FRAMING JOINT DESCRIPTION NAIL QUANTITY NAIL SPAGIN6 NOTES &Floor constructions ?"to"and Boom pph woad w"loor. PhWwd"at ial to be applied f- V MEMBERS WITH 6>0.44. FOR FRAMING MEMBERS WITH 40.42<60.4e1,THE NAIL SPACING SHALL BE over w"loor. Glue and screw Plywood d"146 j to floor joists. - REDUCED TO S INCHES O.G. 5TR 4TURAL PANEL 812 COMMON A5 PER TABLE 5.0 NONE 6.Al whdost and door heoders to be mhrnum W Zdo unless otherwise specified. al Interior w -c G headers to be(2)2x10 unless other*!"apealfled. •l.Provide full solid blocking under all be"nails. ( V GE I L I NS SHEATH I NS NA I L I NS SCHEDULE: 8.All beams to have odeglaato bearing at each end or as apeUf e& Q 1-U WALL SHEATHING REQUIREMENTS 1=0R WIND LOADS: q.Al flush bean and joist Intersections to haw galvanlrsd hanger. m D-- NAIL SPACING NAIL SPACING AT INTERMEDIATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES r (� SHEATHING LOCATION AT PANEL ED6E5 SUPPORTS IN THE PANEL FIELD NOTES " lo.Typical exterior^I��root to be sheathed w�191i ��g�ade�aphrlood or t16'058 'I O.G. EDGE ply"aod,g'SuP . lywe'od M� plate* • a � NOTES-1,5(BOTH FIELDS) " INTERIOR ZONE 8d COMMON a 6 O.G. 8d COMMON o 12 OZ. NOTE= 2 FOR PANEL FIELD GYPSUM WALLBOARD 5D GOOLI=RS 10 OaC+.FIELD �� II.Pr+avtde hwlaGon lollies at cave vents b�atwrn rollers. 4' PERIMETER EDGE ZONE bd COMMON o 6' O.G. bd COMMON a 12" O.G. SEE NOTE, 3 12.Exterior flashing to be correctly in between stalled at all connections root,rails,Cutts s, WALL SHEATH I NS NA I L I NS SCHEDULE: "JeG� en e'and penetrations as required by approved construction prmtk". NOTES ES I5.General eentrMtw to provide adequate attic wntlluUM and roof vents. - THESE NOTE5 ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL GUANTITY NAIL SPACING NOTES 14.Provide aFFmPrlate soPM ventilation at overhangs. � 1). FOR WALL SHEATHING WITHIN 4 FEET OF THE GORNf R-5,THE 4 FOOT EDGE ZONE ATTACHMENT AS PER TABLE SA -J REQUIREMENTS SHALL BE USED. 5TRUCTURAL PANELS 00 COMMON WFCM-SBC NONE LU 2). TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS Adapted from Standard for Hurricane Resistant Rdhtldenti al Conab xtioriu 551P 10-"and WITH 6>0.4c1. FOR FRAMING I�ENEERS WITH<0.42<6<, THE NAIL SPAGIN6 SHALL BE 7(e" 05B PLYYVOOD 60 COMMON S" O.C. �'E NONE See Hlgra Yrind Edition Mad Prase eonstrvetlon 1-1 REiJIJGED TO 6 INC.HES OZ. 6"O.G.FIELD Pmtwwrs and Connectors for Nbod M w, Canatnwtlon 5). FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE USED TO BE GYPSUM WALLBOARD *rD COOLERS T" OZ. E76E NONE I.A continuous bad path between footings,fourndatlons rails,floors,studs and roof framing shall SUBSTITUTED FOR COMMON NAILS. 10' 04.FIELD be provided. 2.Approved tore,cmhors and other fastening devices not inclded In the Standard VRAY�1`I: J Rffi . U 19ui1 hg caw..Table 2W&J shall be Installed in accordance nith maufactureris SCALE:naconrnendattons. . LE r�FLOOR SHEATH I NS NA I L I NS SCHEDULE: 15.Metal plates,connectors,serems,belts,and nails exposed dk*"tly toi w the air"Joet JOB #: I I-I - to salt corrosion in costal areas,shall he stax'sss steel or hot dipped galvartwd. JOINT'DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 4.✓wore wrdaw.and doers interrupt mood stnaatJr'al pawl sheatl,"Sao siding,framing DATE: 10-5-001 STRUCTURAL PANEL 6" OC. anchors or connectors shall be provided at the top and bona"of Clippie studs,heeler studs. T .EDGE and at least are stud at each arms o►opening d t,;• $ is OR LESS 8D COMMON 12" O.G. FIELD N� !y.Ridge atrraps shall be attached to each pair of apposing rafters except Afore ioller"tte� Ix6 or 2x4 tmbw Is located In upper third of attle space and attach to each per of raters. r , NOTES 6.uplift conn"tors shall be provided at.ash nwtter belling. THEE NOTES ARE ONLY. TO BE REFERRED TO IF MENTIONED DOLE NOTES ONLY. '1.Floor to floor hold-downs to be provided.very 4P?;.aid every I61 wlthIn 4'of exterior I). NAILING REQUIREMENTS ARE BASED ON WAIT SHEATHING NAILED b' ON-<oENTER AT THE corners. PANEL EDGE. IF WALL SHEATHING 15 NAILED 3" ON-CENTER AT THE PANEL E06P TO 8.SIII Plate to Foundation Mc!srager Gill plate shall be anchored to the WE founrdalbii\withFeM OBTAIN HIGHER SW-AR GAPAC,ITIES,NAILING REWIRET-ENTS FOR STRUCTURAL MEMBERS anchor bolts having a min.bolt dkvrwrbor of Sr I and d'x S"x I1W mashers. A mInInnlmi�pf one �•if . 5HALL BE DOAX.W OR USE ALTERNATE CONNECTORS SUCH AS SWEAR PLATES,SHALL BE provided anchor look shall be nitNn b to D hakes of each end rrf asuch late.,Anchor bdiba USED TO MAINTAIN LOAD PATH 'a'a'a"ry aundoLl o. shall how a rntslurun wnbednsrlt d'1 lichee h concrete/ ► Anchor bolts ✓':•- shell be bawled wkhin 12 Yitlles of corner ad at spaWng not exceedIng 4 fast an centw^. `'•4�-;:ter ;.,2). WHEN WALL SHEATHING 15 CON T'INUOU5 OVER CONNECTED MEMBERS,THE TABULATED 6 OF 7NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO 1- 160 NAIL PER FOOT. - _._ � o � o Ao WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS z USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. o loll N 4'MAX 4'MAX 4'DIP.MAXIMUM 4'DIA.MAXIMUM POST GIRDERMEADER POST/COLUMN v Y Y' " 125A25A2' Ley CONCRETE FOOTING Y V DECK POST FTG.CONNECTION DECK/PORCH RAILING LocPnoN USP NUMBER DESCRIPTION APPLICTION STAIR RAILING POST-TO-GIRDERMEADERCONNECTION 4X4POST PAU440RWE44 POST/BEAM ANCHOR LYTO EACH FOOTING USE MIN.(2)1 rP DIA CAM BOLTS WITH WASHERS AND NUTS WW POST PAU66 OR WE68 POST/BEAM ANCHOR LY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS GIRD I POST— GIRDIER/HEADER ° RIMIDECK JOIST - qt BALUSTERS o .;��. POST/COLUMN CONS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER TO-POST CONNECTION = +� OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1W NOR MORE THAN 2'IN USE MIN.(2)1/7 DLAGAMGA BOLTS WITH WASHERS AND NUTS LOCATK USP NU ER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR PLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS IPALMORVIEW IPOSTIBEAM ANCHOR JAPPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDERIHEADER PIECE OF SIDING BELOW UNDISTURBED SOIL �L1 Vl DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON V CONNECTED TO BLDG�18'OC UNDISTURBED SOIL(ORGANICS REMOVED) STAIR TREAD LEVEL BASE FIT CONSTIZl1CTION TUBE AND PLUMB POST/(X)I UMN °o BRACE TUBE a° FlLL AS PER MANUFACTURES INSTRUCTIONS RIM BOARD FLOOR FRAMING 2x JOISTS ' STRINGER III=III-II-III_III=III-III=III III=II BLOCKING FOR JOIST HANGER POST-TO-GIRDERMEADER CONNECTION �BOLTS/ •A LOCATION LISP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. ° � Z' 4x4 SOLID COLUMN PBS"/PBSE44/KC44 POST CAP ANCHOR APPLYMI EACH COLUMN �•° DISTURBED / POOR SOIL > 0 STRINGER TO DECK/PORCH CONNECTION tbt8 SOLID COLD N PBS66/PBSE(I6/KC66 POSTCAPANCHOR APPLYM EACH COLUMN LAY 44r LAYER OF CRUSHED STONE OR 111 _ HOLLOW COLUMN SIMPSON STRR1r1 H.C. ANCHOR PLY TO EACH COLUMN < LU DECK(PORCH LEDGER CONNECTION GRAVEL LEVEL AND COMPACT BY HAND —1 LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE ■n ` FILL AS PER MANUFACTURES'INSTRUCTIONS w — — — — — 111-111-111-111-11�111-III-111-III-11 VVOOD JOIST A WOOD JOIST JOIST BLOCKING CONC.PIER FOOTING � MEADER BIGFOOT SYSTEMS FOOTING FORM GIRDER .(1 IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN V 1 WOOD JOIST GIRDER/HEADER WOOD GIRDER AALEAST TH EQUIVILLENT IN DURABIWEAND EFFECTIVENESS THAT S �} PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENTAND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TOP FLUSH HEADER TOSUPPORTED WITH THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING SPLICED JOISTS OVER HEADERIGIRDER— BETWEEN JOISTS THAT ARE SPICED AND —IF ABLE,SET FIR JOISTS APROX 1/4'HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION USE WITH RT10 TYDOWN ANCHORS APPLICATION ' TO ALLOW FOR SHRINKAGE. GISTTO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOIST DECK& PORCH NOTES: NAILING SCHEDULE Q 1).Unless otherwise noted,all framing material to be#1 ACQ Pressure treated lumber. NAIL NAIL I fasteners,hangers end anchors to be gaWlzed or stah less steel. - JOINT DESCRIPTION NOTES QTY. SPACING 2).Girders Tor dack)olsts to be boiled or anchored to each poet or pier with vatshers and nuts. JOIST SILL TOP PLATE : GIRDER 4-6d COMMON PER JOIST TO L IInto�,ohs &concrete ml�eurn117di gan be anchored with g bw'lt,Imw `ana� CLIMATIC& GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2-6d COMMON END NAIL D'" � "Q��f': �'Q'"'�''� 3).Pasts supporting girders shelf be anchored to a 12'x125r12'thick concrete footing. GROUND WIND SEISMIC FROST WINTER ICESHIELD To JOIST FLOOD SCALE: /A� � Use a minimum 1/Y d o x T long anchor bolt Wth washers and nuts.Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERIMITE DECAY DESIGN UNDERLAYMENT HAZARDS BLOCKING 2-6d COMMON EACH TOE Jill"LE: NONE be 4 R below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL BLOCKING TO: EACH TOE 4).E..-*colds to hm blocking at 6'D o m. 45 LBS. 120 B SEVERE 3 FT. - TO HEAVY MODERDER MODERATE OATE TO 11 NONE SILL OR TOP PLATE 9.16d COMMON BLOCK NAIL : I 1�f CC A 5).A minhnnn of 101nch flashing shall be Installed between the building and ledger. LEDGER STRIP 3.16d COMMON ,FIST AC DATE: D—J—O� Ledger to be fastened to building with 1/2'dM.bolls wdh washers end nuts MST ON at 15'o.a TO BEAM 3-6d COMMON JOIST NAIL GLL�GT Concrete f.lt 1►lII : 6).Corete plan shell be a minlmu 6'n above grade. BAND JOIST 3.16d COMMON PER END �T 7L.L I 1 WI�tULI i.,r t= , TO JOIST JOIST NAIL ; 7).Al jot to to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO,TOP PLATE 2-16d COMMON SO to gfborts) SILL T TOE NAIL v. .el,. 7 OF 7 I LL.I O 1- O Q \ � O O DRY RAIN FROM GUTTERS ON NORTH z WELL SIDE OF ROOF IN ACCORDANCE WITH O CHAPTER 236 STORM WATER RUNOFF Lv Of HEEM LP GAS TANK-LESS HOT WATER SUPPLY v /4" THRU WALL DIRECT VENT WELL-X-IROL UTILITY RM SUPPLY WATER CEILING, WALLS AND FLOOR DECK EXPANSION TANK }t2" CEMENT BOARD COVERING '----ELECTRICAL PANEL WV/100 AMP MAIN M TW28310 TW28310 10'-7" CL BEDROOM #2 BEDROOM #1 EXISTING 6'-0"' 3-0- EXISTING GRESS �A 72 SO. FT. 119 SQ. FT. WINDOW oo TOTAL PROVIDED BATH TOTAL PROVIDED rl GLASS=7.48 SQ. FT. (10%) EXISTING GLASS=17.96 SQ. FT. (15%) VENT=4.22 SQ. FT. (5%) (87.) VENT=10.1 SQ. FT. ,Nn 9'-5" W� CL a D 24ON-STORAGE AT11C REF. ;n SPACE ABOVE (TYP) 0 0 I d- e KITCHEN (D c alI EXISTING N N 40,000 BTU LP GAS FURNACE >_ c� W/2 TON A/C COMBO. UNIT HUNG Z z (2)2"X4" POST FROM R.R. IN ATTIC ABOVE 7 0 Q - _ - - - - - - - - - _ TO RIDGE /` N U J DW ® ® I � I— I ry v w I-- L---J W o o g'—p" '-0"X4'-O" NONCOMBUSTIBLE O J N N LIVING R M CERAMIC TILE HEARTH OVER Q O X2 CEMENT BOARD z ® � EXISTING Lo oo " DOUBLE WALL LJ LLJ �-SLOPED CEILING w x x O f- STOVE PIPE J rn N N �` 6", 1 -6" XISTING MASONRY Q z z a DINING AREA CHIMNEY W/NEW STONE VENEER OVER PERMABOARD I— DRAIN FROM GUTTER ON SOUTH 00 EXISTING w Q Z � SIDE OF ROOF IN ACCORDANCE WITH CHAPTER 236 STORM WATER RUNOFF I AIR TIGHT WOOD < x BURNING STOVE O U Q W LL / FWG6068 FWG6068 FWG6068 R E c E V E �rl- O ZO,'X4'-0" NONCOMBUSTIBLE 14 (n / YzERCEMENTAMIC LBOARD OVER NOV Z 2 2011 In ~ DRY BLDG.DEPT. 1 o DECK TOWN OF SOUTHOLD m v WELL o V NEW Y� W `Q DEER DRAWN: J RABKEKH : . SCALE: 1 4"=1'-0' •° 0. aF �� JOB : 143 EXISTING FLOOR PLAN ��� DATE: 11 -12-11 SCALE: Y4" = 1 '-0" SHEET NUMBER: 0 NOTE: U- THESE ARE AS BUILT DRAWINGS,ALL WORK WAS PERFORMED PREVIOUSLY BEFORE VALIDATION OF NORTH FORK DRAFT AND THEREFORE N.F.D.AND OR PE WILL NOT BE HELD LIABLE FOR ANY MISINFORMATION 1 OF 3 ca 0 U U- w o 3" ROOF VENT Q o o 0 13)p z 2„ o Lli BATH M KITCHEN 2" 12fit" 3" 21) LP GAS T NK ER SI K T01 ET SI K ULTI-PORT MANIFOLD, 3 I W.M. H0 L PRESSURE REGULATOR, F.A.I. STA L D.W. SHUTOFF VALVE AND DRIP TRAP FLOOR 1 Y2' 1 Y2' 1 Y2 2" 3" CLEAN OUT I � � o HOUSE TO EXISTINGW4 0 II TRAP SEPTIC SYSTEM134. /� \\ -r _J LATTIC SPACE 7 AS PIPING AS NG PIPI _ — IL - - �� - - EXISTING RISER DIAGRAM 1I I \\ N.T.S. 0,000 BTIU RUUD LP GAS FURNACE W/2 TON A/C COMBO. WRAPPED z Q 14"X24" RETURN W/3" FOIL INSULATION, UNIT HUNG AIR W/FILTE __ _ — — — — _ -W/KINDORF AND TRD. ROD FROM R.R. U AS PIPING 3" B-VENT CHIMNEY Q UNDER FLOOR THRU ROOfF ABOVE — O I I f--' A SHUTOFF VALVE ATTIC ACCESS Q � DOORS W/SEDIME�JT TRAP w LiJ In ® Lj ry - Q Q® S F- z 8 w Q z U NSULATED 6" AND OR 8" FLEX DUCT - § Q INSULATED 6" FLEX DUCT W/8"X8" CEILING DIFFUSERS (TYP) � U Q W/6"X10" WALL DIFFUSER ol =/� -ATTIC SPACE 7 cn L ry J /�1�1 o W U Q W � J OF NEW y DEtE Qir DRAWN: J RABKEVICH cos SCALE: 1/4"=1'-0' ° a w JOB 143 > DATE: 11 -12-11 �° 672`' P� SHEET NUMBER: ° OF Z, 0 ca u. EXISTING H VAC PLAN03 SCALE: Y4" = 1 '-0" 2 OF 3 U u- w o Q � 0 0 0 WELL z 0 w H.W. DECK LECTRICAL PANEL W/100 AMP MAIN BEDROOM2 GFIBATH BEDROOM �1 Ile soCL i REF. i � 0 ITCHE DW ® ® U Q � DUPLEX OUTLET 110V. � M � H AI DOUBLE DUPLEX OUTLET (12" ~ AFF/U.N.O.) 110 V. ~Q J GFI GROUND FAULT INTERRUPTER LIVING RM ! LLJ SURFACE MOUNT FIXTURE H J > Ld Ld rY I— Q Q U OUTDOOR LIGHT I 1- z L1J H HANGING LIGHT FIXTURE DINING AREA U Q Z W O UNDER COUNTER O U a tZ 0 64 SWITCH (n 643 3 WAY SWITCH ~ � J LC� D DECK Iz m w Q U O I— U W � of NEW DRAWN: J RABKEVICH c SCALE: 1/4"=1'-D" 0 EXISTING ELECTRICAL PLAN JOB 143 °' a t,, SCALE: Y4" = 1 '-0" DATE: 11 -12-11 0 sFa o SHEET NUMBER: ARpFE pC� Z' 0 U m LL a n. 3 OF 3 1 m U LL 0 0_ < 1-7 HA R RE DD ENCE U LN > L 4 VAR 2 7 all z toes U) w APPROVED BY 006 tN 10ARD OF TRUSTEES (D z OF SOU THOLD z dMy LL 4 77 cv IT T1 x O 00 0 0 z titi Hill 11 Hill 11 11 tJ _jti > to < w < 0 ap (),� i (-I Z pal tu IL D A, E: Vol)' AT to JCH < 3. 1 4. Fl,'\, -,L - CU.-: UN'LAWFUL c'o..'r; ALL CONSTF,1-!',7i '!""N SHALL 0 N THE STRLI� tu EET THE PEQUiR, S OF THE ALL C ME CERTIFICATE REQUIRc:1V;-r_,,N1 S OF T-HE r-'C�'-),ES CF NEVV CODES OF NEW YOFRK STATE. .11 . , ',A STATE. NOT RES,P0;"4'SI31-E- FOR �--"Cul-,ANCY YORK SOUTHOLD BUILDING DEPARTMENT CRITERIA DESIGN OR CnIONI ERRORS. OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. DRAM: JOHN R. USE DWELLING UNIT-SECTION 310-310.2 2 HEIGHT IN/A SCALE: NONE FIRE AREA(sib N/A! 31TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION N D T E : 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM DATE: 5-5-OCI SECTIONS 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SEC THESE ARE AS BUILT DRAWINGS, ALL WO R VA 5HEET NUMBER: 6 DESIGN LOAD CALCULATIONS SEE SPEC SHEET I 7 WINDOW AND DOOR SCHEDULE SEE SHEET 4 WAS PERFORMED BY OWNER BEFORE VALI ATI 81LOAD PATH SEE SHEET 3 OF NORTH FORK DRAFTING & DESIGN 10 EGRESS NIA THEREFORE 9 NAILING SCHEDULE SEE SHEET 4 THEREFORE N.F.D. & DESIGN AND OR E *WI 11 PLUMBING RISER DIAGRAM N/A BE HELD LIABLE FOR ANY MISINFORMATION 12 FIRE PROTECTION N/A F13TTRUSS DESIGN DRAWINGS N/A 1141 ENERGY CALCULATIONS N/A 1 O F 4 < � Q O 0 N I } 1 , I f } Vl 1 ' } } W 1 ' to FTT� , , I Jill ti z Z ' Y nil IIIIIIII Jill ] III 1E0 (� cM 1 } LL co I � Jill Hill } M y N CO X O 0 E �lRI�DE ti 5 Q = n. �N 61.E EX15TIN(5 NORTH ELEVATION EX15TIN& EAST ELEVATION- 50ALE: Y4" = I'-O" SCALE: y4" = 1'-0 " F-- 171 i, w to z } , z 1 ' w � } v tu Jill IIIIIIIIIIIII —I Hill 1111111111i ) } m tu 4 1 1 ' , I I4 'I FW6 068 FW 068 W 068 ' �� Itu , , b 1I 6Ra�DE , 6RAM ' DRAM: .a N R. �,?. ,..,_ -.:`awe NEW ANDERSON EXISTING PLATFORM EXISTING MA50NRY ' ' ��.°� 50ALE: 1/4n=1i-0n PATIO DOORS (TYP) AND STEPS TO REMAIN CHIMNEY YVNEW STONE ca JOB #. I IQ TEMPORARILY VENEER OVER PERMAHO, r-' `� A5 BUJ I LT NORTH ELEVAT I Oil � � r g� DATE: 5-s-oq A5 BUILT EAST ELEVATIONSCALE: Y4 - I -O SCALE: it - 1'-O" y4 � 2 OF 4 °o � o Qo 0 o EX I ST I NCB HOUSE � A NO CHANOE5 w K z (D W N EXISTING MASONRY � CHIMNEY �,�,��5 Ct } 5�\�G z Y X\ pti Q WINDOW WINDOW x 0 � -- `♦ p cM 3. CON (o 2'-8" 4'-b° 3'-0° 4� " 2'-8° 8'-3° NEW (2)2"XIO" OF HDR (TYP) T X ALL (4) GLID L GLIDING PATIO DOOFR5 O Co p = a PLATFORM � AND STEPS 0 D I NN I NCB RM z EXISTING EXISTIN& FLOOR PLAN - eoALF: 3/8" = 1'-O" PATIO DOOR (TY(P) F-- '� O EXISTING FJ W/INSULATION I- } a -X151ING OPEN DRAWL SPACE EX I ST I NCB MOUSE ° t z A NO GNANCGES N v z a x OL N EXISTING 8"X"Xib" OWCf� EXISTING MASONRY PIERS ® IO'-O" OG (TYP) � Q CHIMNEY KNEW STONE VENEER OVER PERMABOARD o TYP. :o A � SECT I ON A-A w (2)2"XI O" DF HDR (2)2"XI O" DF HDR (2)2"XI O" DF HDR SCALE: a" = I'-O" FW66O65 FWG6O65 FWG(6O68 DIVV U`l: JVT71`I R. SCALE: AS NOTED .I05 #: I Iq DATE: 5-5-Oq EX15TI NG PLATFORMIN A AND STEPS TO REMAIN SHEET NUMBER: TEMPORARILY ' AS BUILT FL00R/t"=RAMlN6 PLAN SCALE: 3r8" = I'-o" 3 OF 4 L. F •• O GENERAL CONSTRUCTION NOTES GENERARAMING NOTES ta 13 STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION i•The information on 00 set of tonsawtlon elocernents is to rolote basic design intent and framing details. They me intended < O co a construction akin not a substitute for generally accepted good bolding practice and complio ae mkh clx'rent Fleur York 1. All walls, 2x4 and 2x6, to be stud grade or better i6" o/c. All other framing material to be Q O FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS state building codes. The general contractor is responsible,for providing istaldard construction detalls and procedures to #2 douglas fir or better. (MAXIMUM MEAN ROOF HEIGHT:35' &rnNJre a prof&eeiornally fk>isFned,structurally sound,and wewatnsrproof comPllsted product. 2•sener'al contractor to coordinate all sub contractors,scheduling of monk,and Interaction betmewn trades. 2. All wood framing In contact with concrete or masonry to be pressure treated. Z s.The general contractor is resposbls for erneur•Ing that all world and conwtruction meets or exceeds current federal,state, S. Provide double floor joists under all walls parallel to floor,lout span direction unless and local codes,ardhaces end rowlations,etc. Thew codes are to be,considered as part of the specifications for this otherwise specified. MULTIPLE SECTION ASSEMBLY: 114" molding and should be adhered to even If tlry are in variance with the plan. THICK BOLTS @ 2'OC 4 Dimensions shall take pr000dent over scale drawing.(do not scale drawings) 4. Provide x-bracing or solid blocking at a maximum of W-O" o% for all dimensional lumber floor } 5.Ito designer•has not been engaged for construction supervision and assumes w responsibility for construction coordinating joists. with these plans,nor responsbiiky for construction means,methods,techniques,sequence',or procedures,or for safety S. Floor construction: ?" t and I ood subfloor. Finished material to be lied precautions and programs in connection with There the mark. ere are no warranties for a specific use expn&esed or Implied In the tongue groove P 1so of thee&plans• over subfloor. Glue and screw plywood decking to floor Joists. Z 6.Refer to floor plans,exterior elevations,and window schedule for tees and sizes of window. All mhdoms to be Andersen 6• All window and door headers to be minimum (2) 2xI0 unless otherwlse specified. All interior L� nigh perforn►anee quanta]or approved oepeai- headers to be (2) 2x10 unless otherwise specified. T.Door and wlndom headers to align unless otherwise noted " D.60ner'ai contractor is to ensure that masonry and protabricuted fireplace,construction meats or exceeds all marmufacturorb 1. Provide full solid blocking under all bearing walls. W N specifications and appitcable codes. 6. All beams to have adequate bear" at each end or as specified. C) rn w.Ow m I eorntroctor to consult did coordinate Pith the omnw•and the plan for all built In items such as bookcases,stneivlrg, 06 �- pantry,closets,etc. al. All flush beam and joist intersections to have galvanized hangers. r n 10.Provide hardwired snake detectors,with battery backup,on all floors nan In m,d each bedroom ver mkt local code z y } as per section I'I,Nem York state Residential construction code. Install carbon monoxide detectors as per 10. T�lcaf exterior walls and roof to be sheathed with %" exterior grade plywood or %' 055 te" plywood, group 1, APA rated. Plywood to span over all plates and headers. Z U M IL Provide Insulation baffles at cave vents between rafters. LL MORAL FOUNDATION NOTM Q d L 6eneral contractor to to~ Ian,elevations,and details to determine,Intended h. of finished floors)above ical 12. Exterior flashing to be correctly installed at all connections between roofs,walls, chimneys, p gate' projections, and penetrations as required by approved construction practices. Q ti 2.All footage to rest on undisturbed son. � 15. 6eneral contractor to provide adequate attic ventilation and roof vents. O rM B.i irovide?"expa wlon Joint material between all concrete slabs and abutting concrete or mason mans occurring In exterior or SHUTTER ASSEMBLY whootodl�orlor�"s' 14. Provide appropriate soffit ventilation at overhangs. �/ X N.T.S. 4,concrete on 4"sand or gravel fill adnWom r tin bxb-10/10 ore mesh rrehforeVS Irnterlor slabs to be placed on 6 mil.eteblit;ed O 0 FOR PANEL SPANS: 0<4'-0"WIDE SPAN Po"tNlene vapor bamlor- UL_ m TABLE '1609.1.4 S.Provide crawl space ventilation per local cod.roqur mans• 6ENERAL WIND PROTECTION CONNECTION NOTES O Adapted from Standard for Hurricane Resistant Residential Construction,55TD 10-4141 and 14a5 = a 6."natal contractor to Veto"cop"•-t&x(or copper)sheet metal termite shields between all mood surfaces that are exposed to 550 High Wind Edition Wood Frame Construction 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") concrete or mason surfac4 e' Fasteners and Connectors for Wood Frame Construction USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. '7.Dampproof exterior of foundation with a b1tum1now watt g as per cod«and soil condltions. LABEL ACCORDING TO LOCATION. c5E1�RAL• FIADR PLAN NOTESI�Apr s load path between footings,foundations walls, floors, studs and roof framing shall z ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS)GALVINIZED OR 1-Dimensions shall take prec,dent over scat&droning,(do not scale cromIngs). 2. Approved connectors, anchors and other fastening devices not included in the Standard STAINLESS STEEL WOOD SCREW @ 16"O.C. OR BETTER Building Code,Table 2506.1 shall be Installed in accordance with manufacturer's ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 2-Ail Irt,~wails to be covered mkt'?'gypsum board with metal corner- roWo'ahg. Taps,float,and sand is coobs). recommendations. " " 9.Mile common to garage and house to have a toyer of IS/s',fire rated ef�psum board of garage side with W-o'rofilr'n on adjacent S. Metal plates, connectors, screws,bolts, and nails exposed direetl to the weather or sub ct #10 TEE NUTS ATTACHED TO BLDG. w/#1Ox 1 Y (W/WASHERS)MACHINE BOLT @ 12 O.C. malls and telling.ManufoEWr'ed lumber nrquiros 2 layer's of&W,fire rated gypsum board p y WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. � O UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. 4-Ali been end toilet area"all'cod eetibgs adjacent to not arose to hove water resistant gypsum board,or mall file set an - monaerboard or equal. 4. Whore windows and doors interrupt wood structural panel sheathing and siding, framing � SHUTTER ASSEMBLY anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, �-- N.T.S. GENERAL PI.14.01NG NOTE5 and at least one stud at each side of opening. FOR PANEL SPANS: 4'-0"OR WIDER SPAN 5. Rod straps shall be attached to each air of opposing rafters except where collar ties of ~ SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0"SPAN. 1.r Plumbing subcontractor to be responsible for adhering to all applicable code and safety ge cps p opp trig pt requirements. ixb or 2x4 lumber is located to upper third of attic space and attach to each pair of rafters. - NOTE ADDITIONS: 6. Uplift connectors shall be provided at each rafter bearing. 2x4 STRONG-BACKS @ 24"OC 2. If wall plates or joists are out during the installation of plumbing fixtures or equipment -- ASSEMBLY: provide bracing to tie framing back together. c Floor to floor hold-downs to be provided every Alin and every Ib" within 4' of exterior 1). PREASSEMBLE PLYWOOD TO 2x4'S:# 1 Ox3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL can®� > tu WOOD SCREW @ 12"O.C. 6ENERAL HVACe SYSTEM NOTES 6. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with LL! lu OL anchor bolts having a min. bolt dtmneter of 5/5" and B" x 5' x 1/5" washers. A minimum of one X I. Mechanical subcontractor is responsible for aciering to all applicable codes and safety anchor bolt shall be provided within 6 to 12 inches of each and of each plate. Anchor bolts E- < requirements. shall have a minimum embedment of 'T inches in concrete/masonry foundations. Anchor bolts shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center. 2. HV,4G subcontractor to fully coordinate all system data and requirements with the equipment !- IV _.. _._. _ ._.. ._.-._._._. .._w__.._.___.__w,.� .�__�._. _.� _..__.__...___.. _, _. ..._._... . .•__._.._._...____.._.-- ., supplier. WINDOW AND DOOR SCHEDULELu -- ___ _.-__.-__-_-__ .___._____.___ __ _ ____; ____.___---__..,._____._. 5. HVAC subcontractor to provide final system layout drawing and submit it to general --1 contractor,outer, and equipment supplier for final review and approval. ��d �py I - •.�. ;]},. �.r i• a et'e i a s "i;, 1 lu FWG6068 GLIDING PATIO DOOR 14.72 23.78 50 5 23.1 1 -29.3 1 50 FIAM8 GLIDING PATIO DOOR 102 23.78 50 4 23.2 -3.4 50 r FWG6068 GLIDING PATIO DOOR 14.72 23.78 50 4 23.2 -25.4 50 1 (( FWGM GLIDING PATIO DOOR 14.72 23.78 50 4 212 -25.4 50 v v O ALL WINDOWS TO BE ANDERSON HIGH PERFORMANCE OR APPROVE D EQUAL I I _ _ O NII G !e OT C - f+� ,NOTE: --- 'NE---- ..._!,_ �.'._."_._...___..._._....±..__._...-_._..__/1 ... , WALL SHEATHING NAILING SCHEDULE' Mom. J .. ___, i._�._ _ .. �_ �_.____�.__ _ _ .._s. __.___r. ___. ___ _ __.._i._�. __. �� {WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7J16",AND MAXIMUM PANEL SPAN OF 8'-0" DESIGNED ASAPARTIALLYENCLOSEDSTRUCTURE i i SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND ---- _ -. _--- .--- ._-- _ - _--- _ _ aollrtr DIs3cRltirloN NAIL aUANTITY NAIL sP,4GINc3 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMEMIT HARDWARE PROVIDED. 1 t i I_...................._._.__._._.__.._--- -. ..._ ..... - ... - __.._ REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) i As PM TAELE sq + 1<._._----...._._. -_._...-----_---__t._.__.._._..__..___.._..----, '.STFUCIVtAI.PAtr�s sD cOMMON CALCUL.ATIONS FOR WINDOWS BASED UPONEXP UREB MUST HAVE DP UPGRADE KIT. ----_.---._.._____.___._..___._.___.. --._--.-.----..__...__,..---.,.---_.... �_ -.___.__._.._.__�_w.._.._..._._�...�,_.._.�...w._,_..._-...��___.�...•,��._..w.�...,�.,�_._.�..�____; "�"'-� DR,4YVN: JQHN R. !COEFFIgENT 1.0WITH 120 mph BASIC WIND SPEED.AS PER E _ME_ETS_NY_S_TA_TE_E_GRE_SS REQUREMENTS '; _ 6 ooc rte�o TABLIE 1609.1.4 7L ass PLYYV00D 6D 00M ON ;w lc.____..�.___._ _____�. _ ____..___..._ _.__....._...._..........__._._ _._.__.._..._..._...___._.-.-._._._.________._._..._.._..__.___._,._.__.__._._.____._.__..__._._.._...__.. � �of � -1 a50ALE: NONE iTABLER301.2 NEWYORKSTATEBULDINGCODE. i _ _ _.._ T'FORHABffABLESPACE. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS _ �.""� aj�°ib. (2) ,___--.----- __.. _.__ .... ._.-..._.. _. _ . _._ roc.t � r __._..___m.___ .__..___.___.___ ___�______.__ _.____.____N_______,__.____._____._._._.___...____. __.____.____.._..__; 6YPgUM YW4LLBOAiiD sD caoLt�3 Ill"ands Fn3.D NONE .� > ,' I CUSTOM GRILLES-SEE ELEVATIONS l '% �' .lQB i Iq FASTENER SPACING INCHES #: 'fZ; PANEL SPAN< 2'-(T <PANEL 4'-0"< PANEL 6-0"< PANEL I "• 's WALL OPEN!, INCLUDING WINDOWS AND DOORS SHALL BE PROTECTEDWITH REMOVEABLE 50 WOOD STRUCTURAL PANELS 't FASTENER TYPE 2 O SPAN<4 O" SPAN<8 O SPAN<&- DATE: �•O r ! (WITH MAXIMUM OF 8-0'SPAN FASTT HERS FOR SPANS UP TO 6-0 SHALL BE 2112 #8 wooD SCREWS AT 16`OIC,FASTENERS ; 1 9 CLIMATIC, GEOGiZAPH I G DESIGN GR I TE:RI A:�?w..............._..._...._,....,... ...,... .._..,........_._.•._.. .,._... ..__.. .._... SHEET NUMBER FOR SPANS UP 10 8-0'SHALL BE 2112"-q8 AT 12"O/C. TABLE 301.21.2 �' ,_...v.__... ..._.w.__w. .._..._,_-_..,..._.....M_f 21rz #6 wooD scREWs 16 16 2c; ,:.' ,° , i_.__ BIND SEISMIC PROST wINTk3i IC MELD, FLOOD { ` _r_ 21/2" re8 WOOD SCREWS TB 16 16 12 SPEED DE51611 MEATtEMNS LINE ERMI TTE DECAY VESI6M UNDERLAYMERr !, ALLNARROLINEWINDOWSMUSTUSE: a.._ _-._..._.__..__._ ____.._.__.___.._,._.__._..._ {1�t� GATBsofzY DEPTH TsriP. lesaune� 1< C) _a. _ _ Y _ _ y i.A.TFIIS TABLE-IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST}OF 130 MPH AND MEAN ROOF 1 ' - R;.s y112 HEIGHTSILLSTOP(OR STOOL)AND THE ADDITION OF A 11T X314 DP UPGRADE SILL STOP. !SILL STOPS TOTAL A 1_li _ s...... _....-.__ ...._...-...____.___...;. ...._._.._.__._._....__.. __... ._.._ ...._ -._... ...}.. .. . ... _......_ _._-_.._........_,._-..1 t2o $ SEVERE 3�. hiDDGRATE SLIew To II NONEfbY rs• °-d -....__..__.._..._. ...__,..._.._....... __..._._....__,_...-___._. _._ _ ._,_.._. __. HEIGHT OF 33-0' OR LESS z .-•-- t-- --._ L ;HEIGHTANDREQUIRETHE INSTALLATiON OF A SPECIAL SASH UFT WCLUDEDWITHDP UPGRADE SILL STOP KTT.): To HEAVY MIODB¢ATE ;B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE V VOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRYOR MASONRY/:STUCCO, THEY SHALL BE _ _ _,__.___ _ __v___ !ATTACHED UTILIZING VIBRATION RESISTANT ANCF TORS HAVING A MItTJI1VIUM WITHDRAWL :__._.. . _.. _. __ . . r WI L-1 NITSMUSTMEETOREXCEEDTNEMINlMUMDES1aJPRESSUREREQUIRED,ANYMULLEDtdi1SMUSTMEETOREXCEED ; ICAPAciT�roF-4soiBs:" __....__..m___..K ...___.__._____.......__.}...._.....- i1,5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE.ALL EXTERIOR i I ................_ _.._._.,_...._..__._..._._..._,._..._._..._.._.._..._.._-_..._._..._.-.-____..._._.._.._...__._..__.._.__r _.,_.__...__. +GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL.CONSIRUC110N CODE. �__.__.___.,_.. IREFER TO SECiTON R 1809.1.4 FOR AL11:IZh1ATIVE OPENING PRO1T CTiOiI. I 4 OF 4