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HomeMy WebLinkAbout29535-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32036 Date: 11/29/06 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 4910 PEQUASH AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 110 Block 3 Lot 27 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 30, 2003 pursuant to which Building Permit No. 29535-Z dated JULY 1, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5322 DATED 6/19/03. The certificate is issued to LAUREN ZAMBRELLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1161271 09/29/03 PLUMBERS CERTIFICATION DATED 01/03/05 L. ZAMBRELLI S thorized Signature Rev. 1/81 U�OV5rz Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: l. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25�ing 00 Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory buildin dditions to accessory building$25,00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Bu100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 1 a New Construction: Old or Pre-existing Building: (check one) Location of Property: u cS U House No. Street Hamlet Owner or Owners of Property: GLV rein �ry"h re- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Q Q 5 S Date of Permit. -7 Q 3 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a 5, CrO Applica Signa e C-0 / q�'3s o �L�LL��E 'EL ��rLLpLr_rr_ 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 5 Q.C. ELECTRIC INC. DANIEL MULLIN , 5 5 P.O. BOX 518 4910 PEQUASH AVE 5 LAUREL, NY 11948-0518, CUTCHOGUE, NY 11935 5 5 Located at 4910 PEQUASH AVE CUTCHOGUE, NY 11935 5 5 �5 5 Application Number: 1161271 Certificate Number: 1161271 5 5 5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Outside,. 5 e5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 found to be in compliance therewith on the 29th Day of September,2003. 5 5 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide 5 Sensor 4 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Hydro Massage Tub,Residential 1 0 �5 5 Wiring and Devices Cj rj Receptacle 20 0 General Purpose PCj 5 Switch 16 0 General Purpose C 5 Fixture 11 0 Incandescent 5 Dimmers 2 0 5 5 Paddle Fan 4 0 5 5 Receptacle 2 0 GFCI C5, 5 Service C� 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 seal 5 5 1 1 of 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a ��������������������������90����2������������������������������ o o�oSUFFoc,��o o� Gyp y 2 Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�01 �a�� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. J a Owner: Uu—�ev—,, �2- Cs m brI `1 (Please print) /�� Plumber: �I " I /q- (Please print) I certify that the solder used in the water supply systeip-co tains less than 2/10 of 1% lead. f / rr - r� r (Pl b rs Signature) Sworn to before me this_�' 'I day of rz 20 0 Notary Public, ga County �pI� Notary Publk;.Si ate off New York _ P' No.fll. 6.097127 Qualified in Suffolk COW Commission Fxores August K 2007 �yS3S z 765.,$OZ BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / -/� ��� INSPECTOR ��� _��✓ 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] RO PLBG. [ ] FOUNDATION 2ND [ ' INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � �o> l_.e?��Y7�VV 12 DATE � � INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST R[ ] O H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL l FIREPLAC & CHIMNE�� REMARKS: ( DATE � INSPECT BUILDING DEFT. INSPECTION /] F NDATION 1ST [ OUG11 PLBG. NDATION 2ND [ ] INSULATION MING [ ] FINAL [ ] FIREPLA & CHIMNEY MARKS Gall D J �✓ Z DATE I h 3 -INSPECT �� 765.1802 BUILDING DEFT. INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ I FIREPL CE & CHIMNEY �WA)R K S� -19 DATE 0 INSPECTOR .�i� 765-1802 BUILDING DEFT. SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: A-74- -rzA-) 7Z) DATE INSPECTOR �� APPEALS BOARD MEMBERS �O G Southold Town Hall Lydia A.Tortora, Chairwoman coy< 53095 Main Road Gerard P. Goehringer 0 P.O. Box 1179 George Horning O .F Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax (631)765-9064 Vincent Orlando 01 �a Telephone(631)765-1809 �--� ------�•--- ._. http://southoldtown.northfork.net f r 17 BOARD OF APPEALS TOWN OF SOUTHOLD INDINGS, DELIBERATIONS AND DETERMINATION -- -�- ---� MEETING OF JUNE 19, 2003 f Y. p" ZAMBRELLI Property Location: 4910 Pequash Avenue, Cutchogue; CTM 1000-110-3-27. 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 11 category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 8,750 sq. ft. parcel has 50 ft. frontage along the west side of Pequash Avenue, Cutchogue, and is improved with a one-story dwelling and detached garage in the rear yard. BASIS OF APPLICATION: Building Department's February 21, 2003 Notice of Disapproval, citing Sections 100-242A and 100-244, in its denial of a building permit to construct additions to the existing dwelling, in a nonconforming footprint, resulting in setbacks at less than 10 feet on a single side and less than 25 feet total sides. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 19, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a two-story addition over the existing dwelling footprint as shown on the site drawing revised 4/20/03 prepared by Richard Alexander Daley, Architect. The relief requested is as follows: (a) zero setback from the roof overhang extending beyond the foundation, presently 1'6" from the northerly side lot line, (b) 11'6" from the foundation to the southerly side property line. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The addition is over the existing footprint and the applicants will limit the size of the roof overhang to eight (8") inches, and will install drywell(s) to catch rainwater from the roof and nearby areas. Page 2—June 19,2003 Appl.No.5322—L.Zambrelli Parcel 110-3-27 at Cutchogue 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 addition will not require excavation or changes to the property, and will be built over the existing dwelling footprint. 3. The relief granted is not substantial. The new construction will not extend beyond the existing nonconforming side yards which have existed for over 40 years. 4. The difficulty was self-created when the dwelling was built many years ago close to the property lines. 5. No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of second-story additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Orlando, and duly carried, to GRANT the Variance as applied for and shown on the plan prepared 4120/03 by Richard Alexander Daley, Architect, SUBJECT TO THE FOLLOWING CONDITIONS: 1) that the maximum overhang on the north side will be eight (8") inches; 2) that dry wells will be installed properly to retain water from the roof and gutters. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Member Horning was absent during this Resolution.) This Re ution w my adopted (4-0). ` Lydia A. To or , Chairwoman —Approved for Filing 600 /03 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29535 Z Date JULY 1, 2003 Permission is hereby granted to : LAUREN ZAMBRELLI 4910 PEQUASH AVENUE CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AS PER ZBA CONDITIONS at premises located at 4910 PEQUASH AVE CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0003 Lot No. 027 pursuant to application dated JUNE 30, 2003 and approved by the Building Inspector to expire on JANUARY 1, 2005 . Fee $ 154 .20 th rize Signature ORIGINAL Rev. 5/8/02 FIELD'INSPECTION REPORT DATE C0]MffNt R � y FOUNDATION(1ST) y . ---------------------------- -- „ C FOUNDATION(2ND) C M © o q 2 z ROUGH FRAMING& PLUMBING � y • C INSULATION PER N.Y. STATE ENERGY CODE GW d t FINAL , ADDMONAL COMMENTS A 0 rn X • c r . yQ tv 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 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/. PERMIT NO. C��Y5313 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: ` Expiration ,20 y Buildin Ins ector - 'APPLICATION FOR BUILDING PERMIT Date , 20 XhT- ' INSTRUCTIONS e;completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 setscale. 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 remov or c emolit'• as he in described. The applicant agrees to comply with all applic_ e laws, ordinances,building code,h izsin code-and re gu tions, and to a authorized in pectors-on,preri ses1and in bui+ding for necessary inspections j .:.........- -• j '.� JUN 3 0 20 �"� (Signature of app ' an r name,if a corporation) address of ap lica t State whether applicant is owner, lessee, agent, architect, engineer, general contractor, el t�, pl ber or builder Name of owner of premises l�f�V 1�-2-Y1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: C7 e c�� House Number Street Hamlet I ` g: . County Tax Map No. 1000, Section l l Block 3 '' 'Lot ';Z) `r Subdivision,�4+e. z=�S `IU�Ck Filed Map No._LfT (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction*,, a. Existing use and occupancy )_ I C _ , �,, < <, v� i-a -�L b. Intended use and occupancy - \ rl ' i &n(z� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost �� ; C�O 0 Fee 5 r O D (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ' I Rear. l Depth t Height Number of Stories 1 rf Dimensions of same structure with alterations or additions: Front Rear Depth d;X��{\�I/ e�Um Height Number of Stories 6 ! t' < 8. Dimensions entire new construction: Front Rear -3 Depth Height Number of Stories q I 9. Size of lot: Front —Rear C� 1 Depth 10. Date of Purchase q5 Name of Former Owner 11. Zone or use district in which premises are situated c-, ot\f1 CO CA W \l 12. Does proposed construction violate any zoning law, ordinance or regulation? YES/ NO 13. Will lot be re-graded?YES NO,,__/Will excess fill be removed from premises? YES NO ?s-psl 14.Names of Owner of remises LZLLJ"r- �'- e- n?ff " \1(Addressl\iriL0 T)t �,o A 51\AVAone No.' 3 -Ok�a Name of Architect Address 3o?rnoN-s� N`/ QVPhone No)aka Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) I LSO'C e-'1 �� I J 'r`�\\� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the c_A_3Y\ W, (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 b f, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met 11 day o 2 Notary Public i ature of4W-icaail ELIZA13ETH A STATHIS ` NOTARY PUBLIC,State of New York No.01 ST6008173,Suffolk Cqr}ty Terre Expires June 8,20� TOWN OF SOUTHOLD PROPERTY 'kECORD CARD OWNER STREET f- !� • % VILLAGE �' DISTRICT SUB. LOT s 2 ?, WNER M e vc,•, d Aa�Q0mi N /J /ha E ACREAGE I,- fl rid 4� k-A'nc Tvu�-� //�yiY� ¢ �.►� %� ��h n � � -'' S TYPE OF BUILDING RES. 2/O SEAS. VL. FARM COM-M. I IND. I CB. I MISC. 6 ff. LAND IMP. TOTAL DATE REMARKS®Z� -I rd _) a D 01,.� 4'r 7aSRS-��1�?�� - rc�crn ��v� ir�rs� - Z m rill, �1SvoZ jf --ram 40 co 32 o0��,1 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE _ f> Farm Acre Value Per Acre Value � � ��- •�! Tillable 1 Tillable 2 I y� Tillable, 3 Woodland Swampland Brushland House Plot Tot-al ��. �.�N WJ'�t/�1 S't ��� \eg i d;m _�Sd.4V�0 S+ p l�j'�o'RGf.'a'G�p \�� e■■■■■■■■■■■■■■■■■■ t \�{' �'.\t'S�//'�'e5hv,�•� .S'�s 'j�hYs'�..3 c �� ,,. 7as,1G C r� R G} `J .i of�i.�� ^av1'^.°t'`r wi H ro aRs'��� t.,�'�ac4`•4.a�� e■■ee■■■■■■■■■■■■■e® ■■■■■■■■■■■■■■■■■■■ Both Floors' Interior PorchHeat FloorPorch Rooms I st Rooms . .. i Richard Alexander Daley, Ame6t m 307 Mott Street New York,New York 10012 Phone 212-925-9237 Email rdaley@sufibIUib.ny.us ib.ny.us Wednesday,June 25,2003 RE:Zambrelli Residence Buildings Department Town of Southold Town Hall Main Road Southold,New York 11971 Analysis of the light and ventilation for the additional rooms to be added to the Zambrelli Residence is as follows. Room Area Required Provided Required Provided Escape Dim&of exit Light Vent Window space Family Room 336 sf 27 sf 57 sf 14 sf 30 sf FWG60613L 80 H x 28 W door Master Bedroom 166 sf 13.3 sf 49 sf 6.7 sf 32 sf FWG5068L 30 H x 26 W, 6 sf above rail) Bedroom 2 154 sf 12.3 sf 32 sf 6.2 sf 12 sf TW3046 24 1/4 H x 33 7/8 W, 5.7 sf Bedroom 3 156 sf 12.5 sf 34 sf 6.3 sf 12 sf TW3046 Ditto Bathroom 3 sf 5.09 sf 1.5 sf 2.92 sf (seal and sign) Richard A.Daley,R.A. � v Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:C:\Program Files\Check\REScheck'.Zambrelli.rck TITLE:Zambrelli Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:03/08/03 DATE OF PLANS: 12 Jan 2003 PROJECT INFORMATION: Addition COMPANY INFORMATION: Richard Alexander Daley Architect COMPLIANCE:Passes Maximum UA=235. Your Home UA=235 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U Factor UA Crawl 1:Masonry Block with Empty Cells 88 0.0 5.0 10 Wall height:4.0' Depth below grade:3.0' Insulation depth:4.0' Ceiling 1:Cathedral Ceiling(no attic) 377 19.0 0.0 20 Ceiling 2:Flat Ceiling or Scissor Truss 425 19.0 0.0 22 Wall 1:Wood Frame, 16"o.c. 1583 19.0 0.0 83 Window 1: Wood Frame:Double Pane 198 0.490 97 Floor 1:All-Wood Joist/Truss:Over Outside Air 61 19.0 0.0 3 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservpition C de requirements. When a Registered Design Professional has stamped and signed this page,they are attesting r knowledge,belief;and professional judgment,such plans or specifications are in comp' Builder/Designer l Date G t� a 169153 -A ti OF Ni Table 3®1 Nailing schedule t Jointlf'-""plon Number of Nails � Nail Spacing - •--F: •,'. - �;r�.:� �;I - - r>->-s'• ,_;�e:�f--^ `�°a•r�._��re., y.+mr-�;'k�"-='.,ter,"�`-- _ ,e•^� _ • t�i; r - i'^;g' �„ J'.�'-,3y.•� ��,���' a��:'�,:`a,�w; �w r :��F '�`' �t,;;"2!'4`=-'_ _ - •'rx.`i� ^ .`bVV -,.d'r'�s`t•9y � zt'Y'„'• '6 i�AbS���'1!�i I"r TI F, # �"r�:�.�. `�' AY��r' c`..t _ - ry� _ _ "tom.•� Rafter to Top bate (Toe-nailed) (sal Table 3 3J r�mfie Ceiling Joist to Top Plate (Toe-nailed) (see Table 3 3A) per)ols< Ceiling Joist to Parallel Rafter (Face-nailea' (see Table 3 7) each lap Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3 7) each lap Collar Tie to Rafter (Fa--nailed) (see Table 3 4) per tie Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-1 od each end -1•14_ -i5ayi-r�'�1ns'o-_SrL';,5��4(�"•;t"��`r = -_i5`•"b' 3 -•+•A bi�f-r :r��"�� _ _ Top Plate to Top Plate (Face-nailed) 2-1 6d' Fper foot T Plates .intersections r>a e_,ait�rt a-1 6d Joints-each side Stud to Stud (Face-nailed) 2-1 6d 24"o c Header to Header trace-nailed) 16d 16"o c along edges Top or Bottom Plate to Stud (End-nailed) 2-1 6d per 2x4 stud 3-16d per 2x6 stud 4-16d per 2x8 stud Bottain Plate to Floor)oi"Banmorst,Endlom or Bloc l ing (Tate-nailed) 2-I 6d'= per foot ,, _ % s a C 1or,t to Sill, Ton Plate or Girder (Toe-nwled) 4-8d per joist Brdging to Joist (Toe-faded) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end Blocking to SiU or Top Plate(Toe-nailed) 3-16d each block Ledger Strip to Beam(Face-nailed) 3-1 6d each Joist Joist on Ledger to Beam(Toe-nailed) 3-8d perloist Band Joist to Jo!4(End-nailed) 3-1 6d per joist Band Jost to Sill or Top?late(Toe-nailed) 2-16d' per foot ROW, 'll C- 5tructura3 Panels 8d (see Table 3 8) Diagonal Board Sheathing 1"x6"or 1"A" 2-8d pe support 1"x 10"or wider 3-8d per support ST3�1*"r Gypsum Wallboard 5d coolers 7"edge/10"field WA.,ML MAT MNG ' Structusai Panels 8d !I (szr Table 3 9) F,berbo4rd Panels 6d lit 7/16"" 3"edge/6"field 7/16 8d 3"edge 16"field 25/32 Gypsurn Waliooarc 5dcoolers edge110"field Hardboard 8d (see Table 3 9) Pa aclel-oard PWiels 8d j (see Table 3 9) Diagonal Board Sheathing i"x6"or i"x8rr 2-8d per support i 3-Sd per support "xi0"or wider ;tD eR SHEA.TM40 Stfnttural Panels 1"orless 8d b"edge/12"field ±Od 6"edge greater than l.r ge/6"field Diagonal Board Sheathing 2-8d per support 1"x6"or 1"x°o" 1 3-8d per support "x I O"or wider Nailing requirement,are based on wall sheathing nailed 6"on-.enter di the panel edge if wall sheathing is n ui 3"on trite-at the panel image in oht un higher shcdr Landcities,naring rauirements for si'ructural member shall be doubled,or alternate connectors,such as shear platen, shall be used to maintain the load path ! When wall 4iedthing is continuous over connected member,,the tabulated number of nails ha11 be p rnitied to be reduc b 1-16d nail per II feet MVIERICAN WOOD CCUNC1L Wednesday,May 28,2003 10:02 PM To:Dan Mullin From:Richard A.Daley, R.A.,(212)925-9237 Call First Page:2 of 8 114 PRESCRIPTIVE DESIGN Table 3.3A Rafter/Calling Joist to Top Plate Lateral and Shear Connection Requirements (Prescriptive Alternative to Table 3.3) Tmleat Mile.Wind 50red(mph) 90 100 1l0 1-10 1(dfhs Will Hugbt NunihcrurEd Cuirunnn Nails CcahuXlnl;L 111) (Tnenailcd)Required wEachRafter %11,It•tr)r; MlIbiri(.Oil:lld Iunl fin) to Top Plate.ConnGcunn' 7if,12 If-111 S S l S N i i 3 3 I11 3 S 1 4 24 3 S } S IV { 4 S ' fall bUA nails%l•;If!:rL pf.rrr.tllmd Lu be gl+inllluded JorsOc.ummori Inn E. WhUI t.clIingiulIu dIc In stilled p,udllel ro ratI r:s,the sun:tI I the tocnaPis ni:ht raper and ,plmg 1019%11d11 equal tlrext.ecc•I the 18hrA4llyd nutttUCroi e.uly rtulutrlyyj I n dt lht{Al;lltwg nu 1110112 than 2 tocrlaik,hall be,n Wlcd III caL h side u fa rdPter of cul,n�)c•+,•hc,.rye:•+ctl:n�?•.4 1011 lilaic or3 1vcnwk tri cmlisidr.,Ahen l,utcnctrtto d tub top pldlc. rn.,,•�alrcnl intnr,n ri a inlr II MAY-2e-2003 oe:49PM TEL)2129259237 ID)REILLY WOODWORKS PACE:002 R=100% Wednesday,May 28,2003 10:02 PM To:Dan Mullin From:Richard A.Daley, R.A.,(212)925-9237 Call First Page:3 of 6 WOOD FRAME CONSTRUCTION Table 3.4 Ridge Tension Strap Connection Requirements AIy�Tuwia Slob�.. r fir•�,.. F;.mir,..1 MAO.Wludcpacd(--ph) F.i eV Mile Wndhp:.nd p(innh))U )nli I1O lZ0 90 IY) 110 Bn.,tpUch wiOr,SM)(150 Nu tit lx:rt)fRd Cain Mon Natlgta cue h RoquiredCapdwtyofRIdgc and(11 1-114"20 gagr Swap"''' Cutult hot)010"`•' 3 12 12 V. 3 4 4 217 112 114 4 R4 16 3 4 1 6 316 416 525 641 20 4 5 6 7 4e)5 51y nS7 807 T 24 4 5 7 !S 475 62.1 79 H 90 m 28 5 6 u 55.4 727 919 1129 32 5 7 6.13 R31 1050 1291 R) lr R - 112 935 1182 1 1452 4 412 12 2 2 3 3 IR9 247 312 382 16 2 4 4 M2 1:10 416 510 R1 20 3 4 3 5 115 412 520 637 tv 24 } 4 5 6 378 444 Ga g 761 1't1 28 d 5 6 7 441 1?11 7:7 $fit N 32 d 6 7 R 504 09 831 1020 Z 36 5 h R 56 fi 1742 935 1147 512 12 2 2 2 3 145 190 240 395 16 2 2 3 4 193 253 320 393 20 2 1 4 4 241 317 *) 4c%1 <4 1 3 3 4 5 2R9 360 480 589 28 3 4 5 6 338 443 1(A 68$ :12 4 4 5 7 386 507 640 786 dfi 4 .1 6 7 414 ,570 720 884 6 12 12 2 2 2 3 131 171 216 264 Itr ? 2 3 3 171 228 28-1 352 20 2 9 3 4 219 285 35c 440 24 3 1 4 5 262) 342 431 52R 28 3 4 4 5 306 399 .502 616 32 :1 4 5 6 3sO 457 575 764 :364 1 S 1 6 7 393 51,1 0.17 792 7 12- 12 12 E2 1 2 2 2 F24 160 201 245 l6 2 2 3 3 21.4 267 127 20 2 3 3 4 206 334 409 2,1 2 3 4 4 320 401 490 2H 3 3 4 5 373 469 572 32 3 4 5 n 328 426 53, 654 31i 3 4 5 G 369 479 GU2 736 ' Tabulated connCatart requlrtmctits aro hascd on total uplitt menu~2/3 of the rciofngkeInbly dew load(213 x 10 psf) + W TIC It the td III ulatcd.iumbar of n-I.,re,q,.,red,n each ceid oftl'r.st,•ap is cglia }01 m'd the frtanmb 4ttnrhSd m acaord art oc with T9111c'1 1,ncc;ul.l_t.%trap Said adedlaun,ll nailing 1Y licit rwluiivi ' Wllen a c•old:u•TIC IS n+ed In lieu tit a ridge.slab,ncc ttiltllticr of,Oil r:omm(in nail~rc•gtlirCd in each end 4)f the collar tie need not r,.rtrrd the tabniaicd numher of 84 nm1•p in u cttu-tl slntp + Tabulated con nccuoa w.q u irev c tits arc biked on a 12"ridge htrap spacing,tar ditterent ridge strap vp&ings,multiply thc• IahnLded vr+luets by thr Ili pngirudr.ill ill tl fill er helow 11 Ilu'nit ntbhr I rToIIs In t%Acm end nl'r.A.11 ndl?r. strap CAt.rrula R,cpW,al connection h,trdwure ti required ' Tabulated le:ugttl a q.Mnlenl."nnudie it mcu-*uof hnghl of"I feel l-or main morlteilrMs of 15 feet cn Icv; the tdbulalacl values%hall be peimitTed to be multiplied by 0 RO lt.ul+ge~trait Spacing(,tt) 1'? 15 14 1• 24 48 '72, Multiplier t OU 1 3't ) if) 2(A) 4 011 6 UU CAAFDif Ahl FfrAFCTR.MOM AR il"UNATI(MI 1 MAY-2e-2003 09:50PM TEL)2129259237 ID)REILLY WOODWORKS PACE:003 R=100% Wednesday,May 28,2003 10;02 PM To:Dan Mullin From:Richard A.Daley, R.A.,(212)925-9237 Call First Page:4 of 6 Table 3.7 Rafter/Coiling Joist Heel Joint Connection Requirements for Za psf Roof Lire Load RtxrfSlian(H) !tool wP.tn(ti 12 1 20 28 36 12 yll 28 .36 Rafter Ratter RquattlNutnb,.rUl'I6d ftlintird CapaUtyOfI feel lotnt ~lope bpactng C•tennl0u Nwis per I feel J01111. Curtrtutu 11(ibsl' uh ) �pllcs"' 12 4 6 9 II 320 576 823 1067 3 12 16 S 8 11 14 426 766 109j 1419 24 7 11 16 21 640 1152 1646 21 M 12 3 5 f, 8 240 4.32 617 800 41Z 16 4 6 8 11 319 575 1421 1.064 24 5 9 12 11i 480 864 1234 1600 I2 3 4 S 7 192 146 494 040 12 16 3 5 7 9 255 460 057 1t51 24 4 7 10 13 3X4 692 S. 12R11 12 3 3 4 5 137 247 353 457 7 12 16 3 4 5 6 182 328 470 608 24 1 5 7 9 7.74 494 706 914 12 1 3 3 .1 107 192 11 356 9 12 16 3 3 4 5 1,12 255 364 473 24 3 4 6 1 7 214 384 548 1 712 12 Z 3 .3 '1 KQ 144 206 267 1212 10 4 10 192 274 3.SS 24 3 4 6 i60 288 I1L Sd Nailing reyturententi shall be pennlaW to be reduced 2-51 A r1 rw Is arc clinched Hev.1 lot nt con11CLOO is are ttul sqm rml when the ndge t s,upptrwil by er loddbeari t;j;wid 1,ltetidtr or ndge•bedni Whrn utlrrrnttritntr.suPlron nt the r.rllef i%pwtvulerl Ityvtrtteal%irnls nr purlim io a Mrtarranntt w,rll,Ihn inhuhiled hm. ,joinr connr.xton nNitiremenu oh,01 be..prnmtted to be tulutc d ptopoitamilly to the.TtNJ..t•,n ut span L'ytuvedrnl rtatltttgpAltcrnt me t�yjpired I•nr�ethtlg 1pt�rn cctltrr&3cna lapsplty� T.1btrt.0ed hoer joint connection re:yu'A'.4m3nts MUnic ccthng yml:,or rafter tics arc located.0 the Ivittonl otthe ntnc Spmc What cetllnn Jatst5 or ratter ties aft located htghra in the attic spa Lt the tabnlatai Itccl,jornt tunuc«nNi ia7nrrcmct%s~hall be• rucrc•mtied by the INI:iwtng faCLUIN Coiling 11alght/hoof Ridge He].& Heel Joint Crmnnuturt Adlu=cnt !radon 5/6 600 415 500 4/4 400 213 31K1 1/2 200 I/3 1 50 114 1 'f1 1/5 l 25 1/1; 1 20 I/10 I 1 l AMIMICAN WOOD COUNCIL MAY-2e-2003 oe:50PM TEL)2129259237 ID)REILLY WOODWORKS PAGE:004 R=100% Wednesday,May 28,2003 10:02 PM To:Dan Mullin From:Richard A.Daley, R.A.,(212)925-9237 Call First Page:5 of 6 WOOD FRAME CONSTRuCTION MANUALe M. 3.8 Roof Sheathing Attachment Requirements for Wind Loads Pa�tcnt-MilcWfndSpmAlp_u.h)_• _ 90 l00 1 l0 _I ll1 61'Rur'TIIKAL SEIEA'fHllrl: E.-I f+ 177 Firr; I' H I F Shtulh(1ll;buaUau R4en'ru+at Spaung Marunum Null Spaung,for lid O mwnn Tolls 6itdi n 0 c) "rnchm. n c 4'llerometer YA8K Y4)m: l'1 f, p 6 12 G 12 6 1 6 6 6 6 6' 1:' 102 6 6 6 h 6' 6' 6' 6' N z� f, 6 6' 6' 1.f,' 6 4' 4' r^tr,,n* 12 f, El 6 12 6 la 6 12 -� 16 6 17 6 12 6 12 h 12' C 02 6 12 6 12 4 6 M 211 6 12 6 12 6 6 6 6 bw lindwall Rake and Rake Trun 4 A 4 4 4 4 <^ a^ Z BOARD W A I FENC 1hriain-SiL, RaticdTow•Srnrr.g M-nunuln Nmuhar or$dl.unmon Nvlcl,crSupport unchN.a c.) ixrt bl 1.,R Stlratlnng 12-192 lx10url.agaSn alh,rig I.-ItJ2 i I C ra,t nl+y nor sr Imno kvign tin) P - Nml spau,lp.at urremxthare xap mns ul The..1).Wt IieUl(it)) hen +rail +hegrht+it;wrtunt4!Cd of+m:penmcterstage0flhuroof,nel„dm�4fatmulth,.denr,hcr0nl'pC.aMe4fc..0 Pef uneta edge n.ic inat utleN txxpll+utlenta shall 110 uatxl ' T:1bul urd I'2 incho c. n,ul wactng aasumcaSheathing atuui+cdIn riftTAllm tanPngmrn,hrrs wah f,>n 49 For fshlmp member wah 042S;(:6'0 41),the mul%psamµe s1a116o raduccd(a 6 tnchm oc ' Tpbuluted 6 am h n o hall+,pawig;uaeurae,shcvlluag audr.hed u)iohorltnu.s ro�w++og ra min e-with Gk0 41) rw ham ing mmhcr.�,yuh 0 42--L)-.O 49,tlu nail spat ji%p 4ull bu tnhtLcd t0 4 tued,es n u ' Tahulmcd4 vie et 4 rlall spacug w%liwo►hr tllung Wtlache d lu rdedtmi trmnmp•mcmltc•n,wuh tiro 49 1'or ft„m u1g manlier¢wuh U 4)•C(;c4j 4`1 tile ran qpaang shall he t&I—I0 1,ache,a. t AMERICAN FOREST&PAPER ASSOCIATION MAY-28-2003 08:50PM TEL)2129259237 ID)REILLY WOODWORKS PAGE:005 R=100% Wednesday,May 28,2003 10:02 PM To:Dan Mullin From:Richard A.Daley, R.A.,(212)925-9237 Call First Page:6 of 6 Table 3.9 Wall Sheathing Attachment Requirements for Wind Loads 1'Ablrl-Mih,Wivid ti l(m h YU up I 11n rut STR1K PiR AT.SHF.K1'H1rrr or 1✓AW1,SIDW(p $ N ig F = t I 1 =She-81h.I.IgLcx:atlrul' StudS1vion2 MmnnumNail SjmcingforRd(Invii »rlalls bm.h�a,o a tochm. u c) 4'Fdge Zanc 12 6 12 6 12 G 12 6 i 2 16 4 l2 6 12 6 12 6 121 24 n 12 6 12 n 17, 6 6 IntenorZone 12 6 12 6 12 6 IL 6 12 '16 6 12 6 11 d 12 6 12 2� h 12 ti 12 4 12' 6 I T BOARD SI EAT1-ING or LAPSIDING '&-&h1,Lg81[e StudSpd(APg MlnllnUm N{Inllxr of dd Cnnm(m tVslsprt Sup1M1�ri Ix6 or IA 5hea0m 12-24 2 2 2 2 lx10orlatger cathlrg 12-24 3 3 3 3 I{- Maslepxaag,u 11=1 cdga(M) h - Kul bp;uang od intrrmrciuue-..NnppoltbmOwpIFIC]firld(m) ' 1 or w,i ll f,heAmg mthm 4 feet of the a)mnn;,the 4 tint edge u�IIc dt,Khm�nl nx(vl rcmrntc mall be a rd Tah0mcd 12 tnch u c uad spa king aawnea ahcadang shacked to-iud fiwmng members wA G>b 40 For hamuia mewbes with O 42!LCkO 44,the bai 1 Sluan,V shall be ttx4urd to(i mchcK o c ' Ftu gmt1mir ,xncl utudf+r enninim yt is I AMERICAN WOOD COUNCIL MAY-28-2003 08:51PM TEL)2129259237 ID)REILLY WOODWORKS PACE:006 R=100% 09/28/2003 14:20 6313692633 LOVEM MAIN PAGE 02 1 r Y 91 9 1�) C 2003 ' CONSULTING ENGINEERS 108 MOREWOOD DRIVE - SMITHTOWN, NEW YORK 11787 631-979-0218 22 August 2003 Southold Building Department Main Road Southold, New York l]971 Re: 4910 Pequash Avenue, Cutchogue,NY Insulation Inspection To Whom It May Concern: On August 22,2003, T visited the above site to inspect the insulation as required by the new constriction. The insulation was found to be complete and in compliance with tho Building Code of the State of New York, and is as described below: R-19 on ceiling R49,outside wall 2 X 6 Frame R-13 outside.wall 2 X 4 Frame R-11 Soundproof upstairs bathroom and bedrooms R-19 new construction.crawlspace R-19 between.floors Fircproof caulking and/or fireproof insulation was used to close all va;rtical/wall boles between structural floors and ceilings.. Sincerely, AJo-iC ��P�E O N��, OQ`9 Z4* on Victor.P. ZaIrrelli, P.a✓. '�'� r o `��fES,�Ok1P• J Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release la Data filename:C:\Program FileslCheck\RESchecklZambrelli.rck TITLE:Zambrelli Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:03/11/03 DATE OF PLANS: 12 Jan 2003 PROJECT INFORMATION: Addition COMPANY INFORMATION: Richard Alexander Daley Architect COMPLIANCE:Passes Maximum UA=235 Your Home UA=235 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 377 19.0 0.0 20 Ceiling 2:Flat Ceiling or Scissor Truss 425 19.0 0.0 22 Wall 1:Wood Frame, 16"o.c. 1583 19.0 0.0 83 Window 1:Wood Frame:Double Pane 198 0.490 97 Floor 1:All-Wood Joist/Truss:Over Outside Air 61 19.0 0.0 3 Crawl 1:Masonry Block with Empty Cells 88 0.0 5.0 10 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in conk cc this Code. AR Builder/Designer ' Date c OF , f in A/P.1.7 IV 4 so' 42.00.. t `: F ,:! % I. a:Q i. 44 . - `'r:'.,•.� y.F•�• S::sr,,f�li',. " .,�'"•'• . .' Utllppwd>sidaM�ratlonos'�drAfpll _ •,r. ?-'"•a n :, gai wrwy li l vlo6 n Cl �n,l+:».-r--— '{ a!i J jlo-• , Edtteatlorf Lin � t •_'!-t?-�". z'ry -75 pbe it"1bMy OnlA pot ttwrtnp `• �'.'• .___._..-- -- ; :sy.i•';: .::.. �ti- :.i.e� •rim,..`{ :R;" 'The end W1 emv Oigg�M�Of, .tll•: 'f, 'al-IQ1V�� t i •. ;;. mlio...d tth.Y not a�oon.bri.e '�: �. ,:Lr'<' •-r, --.--,_.--•---•. •-�-, }, �.•� ,t 'Z.;- ..i; f3uwllieekttlelild I r :i` .. .{• �� t1M�ef)Nui!ItRt. - ;r:� . ., y. - s' ,1 'S;�` '''.�-..'.':��� f' -Ott•;. 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I/�'ci..;'t.; ;'s,' ,.'n, ,;. i�;...r.- :, ti .•�- :i4l1YY�pt2'tc�1 S,f l ,,:a•[' {, '4ii`Y -,y:'':-t , 9 •-+t ,:, .t .Jk r t�•-3• s • •S'Q •'1ti• •[::.� .'�, 5 •�1 a2 _ � ti�;'�ja:,7. - .s:agn.,. '�_>tit 7 r. P�' %' ••'. t• ra' r, 4.. •. rR:-�'•.f- --4. Lj,� :t. i::�r �yy�g�- c,,.'+�� t. •c t f}�, r �, :t •"{.'`'�! 9 ^-� ': 'i"-". -b � i' ���t�` 1'1 Y•• _.•.i":� +7. ,C"'�� 'rt .T 'a t'�-�'• ..j.•r'i' '1'. -�Jif� !y . 'LF,��t{s:s;`tt�rr+-'-i :�� y��7_ :a•_� :Y y��' ��. �� e - l y���y:< .e,•'�'!�•• ,,r,:; ��t'->rr• '.;.•�.:':.?• . �: .r. '! .,yn te.}�71'" .D� .'1• "'�`•:� ''Y.�t'-:�';'•1,. ..�(t;i:i. .i':.c '.t_l;. L I S T CD OR-AWINGS UNDERWRITERS CERTIFICATE CERTIFICATION OF REQUIRED NAILING & CONNECTIONS F�ITE FLA�T Ic-h� .�;.r,r r�GT COMPLY WITH ALL CODES OF REQUIRED. 1 FIR=T FLOOR PLAN NEW YORK STATE &TOWN CODES OVED AS NOTED 4 SECOND FLOOR nN.C1 RL_,cj AS REQUIRED AND CONDITIONS OF a :. a ;=L-w`A ICI\S 5=C i I ON A,� � 6/�9/3 D '� DATE: B.P i TOWNZBA- ! FEE• BY: ISTMFLR�=L�CTRICA1 PLAN S 'QT���� NOTI BUILDING DEPARTMENT AT bhi^ =LR ELECTRICAL LAf�(: LU>1BI1!C �Is- SOUTEIOLDTOYIMTRUSTEES 7 1 8 0.. TO TO-4-PM �t THE 9� HIGu llllF4n NOTES, ;=TC • .._� N.Y.S.DEC TOLL 'INSPECTION11i l 1. , ATK)N ::TWO ROtiiREO - ,,�-_4•. _ ;POURED CONCRE?f_•- '. . 2 TF FRAMWG 6 PLU�IBNBZi �v._ i• , 3. T10N r --- -- -- - -- -- -- =- -- 7 -- -- -- - -- -- __ 4_ CONSTRUCTION BUST_ _- BE E FOR C.O PI - - - - STRUCTK3N SHALL'. MEET-THE. ----- ---- ` —.�� — =L- - -- I vy REOUI EMENTSOFTHEcooEsoFNEW 7 G 9'u'c :iRC w um- --------------- - !• •.�'`� \` .-`_•!\' •.' I I I .— . -�: — �'( YORK!STATE. NOT RESPONSIBLE FOR DES Ki OR CONSTRUCTION ERRORS. fit �! � too �.ti ;1tT. `-. ..;•, t — I \la�777 UNLAWFUL I I ► I f ' m - -- ------- - - RTIFICATE==_ l C - \y 0 OCCJPANCY IUcuNu CARA^.•.3 t_ !!! ►_- -- -- - -- -- -- - -- -- -- - -- -- -- FLOOD ZONE N� - CON PLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION ALL CONSTRUCTION HOL SOU D TOWN CODE. - - - - - - -- MEET-THE REQUIREMENTS OF THE --- - - - CODES OF NEW YORK STATE. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED l ZONE-- ' 0 = ; d•l5v SF TESTING BEFORE COVERING TOLUN CF SOL•'THa LD > `' �•, " -= �."Z ..✓ � �. -ilsn y �.��:J rr (v 11•_' I1i:i !'K~ I\� �IJ--.1 i_tT Mi zl..� • y1 ''�-�.•h �g .. - FRC3h!T `f=` BE FTOFT FT . . _ % , REAR �! J .- FT 9 .� r`T 5 D 2� BOTH I� F i BO � NO C,'Aldr--= - E I5TIN�C- ► ON-C-ONF, ir. PLUMBER CERTIF#�;� 31DE T-:RC mL`�O` l�� FT l�fF! L_ . T I:� - 1ilh., _ e h.� cHAIvL� ON LEAD CONTENT BETE @ ;TOR, i�R 1 E 5 1 =TAR'- TORi=3 III€ e: � � t H!C~�� FT r»=1J,- 11. rT mR ,= CERTIFIC ATE OFf CU#AtvCY d� '6: 'E96 e�.� SOLDER US /N VI --R _` � 4 I r z er .� SUPPLY SYSTEM CANNOT �=r EXCEED 2110 OF 1%LEAD. a> s't p wl ACT RICi� PD LE � PACE � LEY; �i�!i E 'Z07 F.ioti �t NY Ny 1D012 21•-,-225-e^37 I e .Try L � A 6 B 7 GENERAL NOTES I ELECTRICAL/FIXTURES 8" CMU FOUNDATION I ALL WORK SHALL MEET ALL APPLICABLE CODES. PROVIDE ALL I WALL W/8" DEEP X" I WIRING AND ACCESSORIES REQUIRED BY THE DRAWINGS AND AS I I� WIDE I=00TINC� I REQUIRED BY APPLICABLE CODES _ 3'-0" BELOW CRAWL PROVIDE ALLOWANCE FOR, AND INSTALL, ALL LAMP FIXTURES AS i- - -- -- -- -- - - -' GRADE AND INDICATED ON PLANS, AS CHOSEN BY OWNER _ ____ __ __ _ _ I VIRGIN SOIL all I PROVIDE AND INSTALL DUPLEX RECEPTACLES WHERE INDICATED ON O i i NEW FLOO� I —MIN. INTERIOR; GFI IN BATHROOM. I 2 8 ALL NECESSARY WIRING AND SWITCHES FOR THE ABOVE i 16 OC ABOVE HVAC ALL WORK SHALL MEET ALL APPLICABLE CODES. 777_7=R I CIRCUIT I PROVIDE AND INSTALL NEW HOT WATER HEATING SYSTEM I BREAKERS FOR NEW AREA, WITH LOCAL THERMOSTAT, CONNECTED INTO EXISTING 1 HEATING SYSTEM. PROVIDE 32x20 201140 ACCE S/VENT xIO"CONC EXIST I OPENI Cs TO FTG, 8x16 HWH I PLUMBING EXIST NCB CRAWL CMU PIER I ALL WORK SHALL MEET ALL APPLICABLE CODES. PROVIDE ALL I (TYP) 1 PLUMBING FIXTURES AND NECESSARY MATERIALS AND WORK TO CRAWL SPACE PLAN I CONNECT ALL FIXTURES AS INDICATED ON PLANS. TRIM I2'-1 1/21, L 1'-4 I/2" 5'-7" 8'-Il 1/ " I ALL TRIM SHALL BE CLEAR PINE OR YELLOW POPLAR. INT. TRIM TO I- MATCH EXISTING. I — EXISI'IN�2)2x8 GIRDER I _II ALL C AACONCRETE BECONCRETE SHALL BE 3000 PSI. ALL EXTERIOR FOOTINGS SHALL BE 3'-0" I L LOW FINISHED GRADE, MINIMUM, AND EXCAVATED TO UNDISTURBED I +- I THIS EAREA I CRAWL VIRGIN SOIL, INTERIOR FOOTINGS SHALL BE TO UNDISTURBED SOIL. ONLY Li FRAMING NOTES: -' I -' I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS IL I tL FURNA E FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER li' I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. ;� I THICKNESS. W I I 3. ALL SUB-FLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE EXISTING 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON CRAWL SPACE SOLID BLOCKING, GLUE AND NAIL PLYWOOD SUB-FLOOR TO FLOOR O I O I IALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE STS. Q I I I SUPPLY 0 WATERD 4ELL UPRIGHTS 9'-0" AND OVER WITH TRIPLE UPRIGHTS. I IN ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 OR AS SHOWN ON S. SOLD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR I I BEAMS AS PER NYS CODE OR AS NOTED 8 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. A e 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON PLANS. 6 7 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON PLANS. S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED is ioxe- 21oU71 GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE F � ®� A5 A MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-IOD NAILS AT Zambrelli Residence SILL ''$ AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. +r\ �' 4910 Pequash avenue 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. ENERGY CODE: CUtC110 Ue. New York „ � ,�� I 9 EXTERIOR EDGES AND 6D 12 O.C. INTERMEDIATE. SEE ATTACHED RESCHECK CERTIFICATION � w`-"� '� Via y II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" ALL HEATING PIPES AND DOMESTIC WATER PIPES SHALL BE m mm FOUNDATION NOTES OR APPROVED EQUAL. INSULATED IN ACCORDANCE WITH TABLE -4. ICHARD ALEXANDER DALEY, ARCHITECT WINDOW DESIGNATIONS REFER TO ANDERSEN U.O.K. ALL ORM TO N.Y S.INSTALLATION, ENERG Y C N� CONSTRCONSERVACTION SHALL TION CONSTRUCTION CODE. J y�ti ` 307 Mott St LE NY 10012 21 4/20/0 9237 • .�� nR.an R. DALEY nAtE: 4 20 03 �. SCE; 3/I6' = 1'-0' I SHT: 2 On 9 A B 6 � EXISTING LAUNDRY EXISTING DECK I 24 OC I- — — —.— — —.-20-0—.— — — — — —.— — — r---------- -- , EXIST. 1 REMOVAOL PANEL 2x 0 HEADER ACCESS 1 TO CELLA NEW FLOOR I - - - - _ - - - - - 2x10- 1 _— J NOTES: r AREA THIS FLOOR I ALL WINDOWS BY ANDERSEN SEE ELEVATIONS FOR TYPES --_ ---- AND LOCATIONS t -ir — I- WALLS TO BE I 11 DEMOLISHED I U (TYPICAL) BAT 0 V -I CJ 1 EXISTING a 1 N x 5 IGITCHENI a e6 ^ x LL I I v N I N DROP BEAM (3)2x4 (3)2x4 - --- (3)2x4 (3)2x12 (3 4 POST POST --1 L— - 2_e POST I POST zmUj 1 EW o H m FAMILY oQ0 ROOM w (FORMERLY o_j w 2 BEDROOMS) ----- Nm� ___ _ EXISTING LIVINGROO`"1 - - 1 EXISTING `" - DENcli -1=1 =- - ---Z - 0) I fir. b 11�p 14R !�.75xg.25 (22_1OHEADER I Zambrelli residence � -4910 f2equash Avenue 1312x4 Cutchogue, New York x_ 2x Pd"T J 1- - - - - - - - - - - - - - - - - - — oec�nneFIRST FLQOIR A e RICHARD ALEXANDER DALEY, ARCHITECT 7 307 Mott St NY NY 10012 212-925-9237 6 ort ON, R. DALEY I DATE 4 20 03 scALE. 1/4' - P-O' 1 SHT.: 3 ofi 9 A — — — —r-- - - - 6 2 B 7 2x6 J 16 OC 2x6 fZRCc 11OC LLTYPICAI} - - - - - - - - — — — — — — — II I III 0 RAILING 00 ' ta 36"ABV SLR I I CLOSET N I I o I , NOTES: I 2xi TI 5 IL O.C. ALL WINDOWS BY ANDERSEN m I i I WNDOWI— � — ��� _ I co _ AND EE LOCH IONS FOR TYPES 2x8 RR ® 16 OCI 2x8 RR ® — — — — — — — — — — — TYPICAL m TYPICA)L •�c, I N NEW BAT -3 f/2"--00 ------i+—o- ---- ---u ----- -- Z ° BEDROOM I ,� n N (CATHEDRALS 2x12 RIDGI[ — U N r�i it� � 0 - MA�TER - n o THIS EAVE TO EXTEND 8" N N - -----__ --__ BE _ROOM __-- -_-- -�-- - BAEXOuD BUILDING WALL, (CPJTHEDRAL) 12040 Cc I ,ACCESS� v H�LL� m ,HATCH N i x ABOVE— 2' x6' O I N ------ -- ---- --i --_ 1O 4" I ° _ �— — — — — — — — — — — — — — — J t o i _ 9. 5 _ I DOTTED AREAS L] i —————_ I 8' CLG, TOP� I II � � AR w BEDROOM ------UJ (CAT EDRAL) STUD WALLS °i ° ------ >�l/ R19 INSUL N I I I ! ——————— gATTS, TYP. N ------ I I III . 2x8 RR ® 16 OCI N ' 2x R ® 16 OC (TYPICAL) T I I REV 19 JUNE 2003 I i 1xi TIE IL O.C. , I E� 15TING FIRST FLOOR WALLS I Zambrelh Residence [=LIPICAL — » 71L — - - - - - - - - - - - - - - -4910 Pequash Avenue J - - - - - - - - - JJ— Cutchogue, New York — — — — — — — — — — — — - - - J UTAOT,7It: L O B RICHARD ALEXANDER DALEY, ARCHITECT A 15'-10" 307 Mott St NY NY 10012 212-925-9237 6 7 ML By., R. DALEY DAM' 4 20 03 scAE 1/4'-I'-0' 1 SHT.: 4 UP. 9 ---------------------------------------------------------------------------------------------- 12 TOP OF PLATE ANDERSEN WINDOWS EXISTING q o SCHEDULE m ------------------ -------- -i ROOF LINES m - --------- -- -- ------ --- ---- -- - ------- -iA = TWSO46 (TYPICAL) EGRESS RAILING TO I B = 30-CI4-20 WINDOW PA55 4" BALL C = CW24-CTW2 TOP OF L-------- --- TOP OF TEST iD = TW24310-2-CTN24-2 FLOOR FLOO E = TW2432 ' `I F = 7W30310-2 G = CNI4 ,I ❑❑❑ ,I ❑ H = JOINED A SHOWN >n I FWG60611L FWG6 J = WGSOLBL (SLIDING DOOR) 0 TOP OF TOP OF FLOOR FLOOR i I i NORTH ELEVATION WEST ELEVATION ---�-- - CONTINUOUS RIDGE VENT MAX EAVE - - - - - - - TYP. 6 THIS 13 ---------------------------------------------------------------- SIDE ______________ Q� 4" AL GUTTER NEW SHINGLES TOP OF LATE TYP. TOP OP P __ TO MATCH EXISTING EGRESS NEW SIDING " WINDOWS TO EXISTINGMATCH m I I II r ------ -----t7 �' '�.� I� TOP OF TOP OF FLOOR FLOOR MAX EAVE I ------ ----y�T- -------------------------------- 8" THIS SJDE FM DIM I I I Pva TOP OF ; FLOOR TOP OF FLOOR � '�i -------J REV 19 JU 2 03� a � �•ems Zambrelh Residence SOUTH ELEVATION EAST ELEVATION 4910 Pequash Avenue Cutchogue, New York Dw.nTm, ELEVATIONS RICHARD ALEXANDER DALEY, ARCHITECT 307 Mott St NY NY 10012 212-925-9237 Da By, R. DALEY JDAM 4 20 03 SCAM 1/8°=P-0° I SHT- 5 OF. 9 =10G= t=NT ON ALL NIEW CGhdST L�T IGn : =,'i` EXT. CRADE PLYWOOD DECK J ICI IE LB UNDE. LA i MEN T . . � .-.5P1 LT 5�4fNjQ E5 TO �H EXISTING P3t'=1"r k' �4 Y.'ul'"'� !"WIN�' I f HURRICANE iRRIC-N= CLIP ALL RAFTER Cv^N`!=C I IIlS ` Hp FG4rOI'U r 'C?Tjys t'LICLS CvNNECTION LINK i O- G- I f" ��:✓..:�v' 1� `-.•`.� r ,���, t J /� t -�, `7,.T�1•.�i? ��.y It J Y� LLL CENTER W; LIPF—E TAIR HALL I NiaW.a=DR 1011 7 I PLYWOOD t BOLD i 5LBFLC0R n.� u _ti,-"P_ D -� I''� �=; �L� WC•0... _, _.=T 1••Ittar: XMTWG MIA Z TOP Of �:4sF- 4 ,`r'111:1 -------- ---------------- ---- _ TpC 1. i 1VEK 'I )'i'Y'Y:•f''Y. - - ----------- --- - "j^7$ 2QQ JOI: jj)2A2 SEAM �. T;;E=G CS. N= RIB ER -_•�.- I �F B = JCItiT n� If "G.C. -!S-,,[ =L OOc a T EKh11TE 3rilELD _. E%5TING E�15TIN0 _I L ;;:._ .-_1 '? ' auCL=nR =TWE=F! LIDO `- BLOCK .. LID z P1=R: , rE_T � � EX15TfHCa CR�WL SPA-CE NEW CyL ��R �Ew. CRAWL PLATE rO�ThG 3b'rE ChI j B17UM1rl0llZ W-.'EIRPROC ING - • c 6�Ems-. . '----- BEE PLAN 1•v �_.L.�I11 is I u `ONTIII i C E ; 1'Dr F. G 6 tiiesto clesn co F0 I lNr' P E Avenue _ rr AND, TO 'IRuIN SOIL ce �- 7 1 i`�I ��� — :=`i €€ _< York R I m mi= S Q110 U RICHARD ALErANDER DALE`", ARCHI I EC T L07 Mot: St NY NY 10012 212-925-0 7 . .�'P; F4. QHLc`i a$i� - 9•r'g1.;6{� g C - KIDG•_ VENT ON .ALL NaW - - COtgSTPUCTIDN —� -----------------------------------------------------------------_1 ---------------------- y I i-IU2�IC 4�C -LIF <LL F T ER Ch}N=C T >=f^v-G_YIGS=I^CO_�1TINi�C IDIR R19 It 5 F A f7l=R SPLICE I _ — _ !S 71 tti,s Ct:LL.`R T!_ �� i � III NEW MA5 i_R , iS•TNG. POUF PM_`lll _ \ _ _-�.- I ] L_! I SSCI oi•? =01 �_TFctt!C== T O-ti=LU ter — Tyr` SUEFL�-�� --- --_--- -- -- Wr 'JOIST c _ j %..''u�+ F, IL .E 5 ALLv T_=F,5,_ � •F. I C n }�. v - I L L I•^ sue, "1 ...� I. .�! \—=�.vLl� •.'LA�.IU`:'�• i r ��5c I - ' ='1•II-�I Y I ! I�,I F. r':�sS= �: C"!C NI`• i I`�!-CHc�-!+ —`°-L'I=Ri r L!`.1.� I - jI � 'S, r�!N� GIs= I `. E�\, I — — ICA I`I ; rf - . e LU -:IL I It�G Y _ 50LID PI_ZS I. R-fLiL SPACE NEW Ci''IU FI=R Xl 40, E', e ea �C':+ gyp-; g p Re s ance vt —=fin. a4 Ecrl Pi o RDRE ALE?:,ANDER DALE Y, APIGHTECT �• 70i f',ct`. Si NY N.Y 10012 212-9e.- e er R. DAL•- €G � — — EXISTING I , RELOCATE ELECTRIC METER - - — — — — — — — — — — — — - - - - TO NEW WALL J . ----- ------ -- t C=:3 EXISTING IDEXISTING N w ------ EXISTING -- --- EXISTING q co w Zambrelh Residence s s 14910 Pequash Avenue Cutchogue, New York I I - - — — — — — — — — — — — — — — — — — — — — — J oplannE FIRST FLOOR RICHARD ALEXANDER DALEY, ARCHITECT 307 Mott St NY NY 10012 212-925-9237 DR.9Y. R. DALEY I DATE 4 20 03 SCALE: 1/4'-1'-0° 1 SHT.: 9 OP 9 I db � I VENT 8" ABOVE ROOF I I MINIMUM I I ROOF I I I I I I I 3° I I I I I I I I I I I I I — — — EXTEND EXISTING VENT — — FROM FIRST FLOOR THRU I GFI f I NEW ROOF, CONNECTED I I I TO NEW VENT FROM SECOND I I I FLOOR Vj I NEW WASTE LINE NOTO EXISTING WASTE LINE IN CRAWL SPACE I 1 3" I I TV I I I WC I LAV LAV I 3" I I I I Tue I -- -- SECOND I 1 FLOOR 1 1/2° 1 1/2 1 1 I I � I CO MOK I I I I II N 3' — — — — — — — w EXIST. HOUSE I TRAP I I CRAWL SPACE I - ----' TO EXIST. SEPTIC SYSTEM I I PLUMBING RISERS SHOWING ..r- --•_. L5 ----- NEW WORK (NO CHANGE TO'.'"' - ---- FIRST FLOOR) Pa� I - ---- d I I I I I I I I I I I I I I I j Zambrelh residence 4910 Fequash Avenue Cutchogue. New York I DWa mm RICHARD ALEXANDER DALEY, ARCHITECT 307 Mott St NY NY 10012 212-925-9237 1 — DR.Sri R. DALEY DATE: 4 20 03 SCALE I/4LI'-O' —T- 9 CIF- 9 FLOOR AREAS DESIGN PARAMETERS (PRESCRIPTIVE DESIGN) FIRST FLOOR 1020 SF GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Winter Ice shield Flood Exposure SECOND FLOOR 821 SF SNOW DESIGN Weathering Frost Termites Decay Design Underlay hazards Category DESIGN LOADS LOAD SPEED CATEGORY line Temp -ment required? FIRST FLOOR 40 PSF 15 PSF 55 PSF 45 Ihs/ft2 120 mph B Severe 3'-00 moderate moderate 1 1 ° Yes No B SECOND FLOOR 30 PSF 15 PSF 45 PSF ROOF 45 PSF 15 PSF 60 PSF UPLIFT 430 PLF CORNERS 320 PLF INISIDES HIGH WIND NOTES I. NAILING OF ALL MEMBERS SHALL BE AS PER TABLES 3.1. 3.8, AND 3.9 OF ENERGY CODE: WFCM 1995 SBC HIGH WIND EDITION. SEE ATTACHED DOCUMENTATION REScheck COMPLIANCE CERTIFICATE 2. ROOF SHEATHING SHALL BE NAILED 4" O.C. WITHIN 4 FT OF END WALLS AND 6" O.C. ELSEWHERE. GABLE SHEATHING SHALL BE NAILED 4" O.C. ALL HEATING PIPES AND DOMESTIC WATER PIPES SHALL BE WALL SHEATHING SHALL BE NAILED 6" O.C. WITHIN 4 FT OF END WALLS. INSULATED IN ACCORDANCE WITH TABLE 4-4. WALL SHEATHING SHALL BE NAILED 6" O.C. ON EDGES AND 12" O.C. IN ALL EQUIPMENT, INSTALLATION, AND CONSTRUCTION SHALL FIELDS ELSEWHERE. CONFORM TO N.Y.5. ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DESIGNATIONS IN DRAWINGS REFER TO "SIMPSON" 4. SILL PLATES SHALL BE ANCHORED WITH 6/8" GALV. ANCHORBOLTS SIMPSON TIE SCHEDULE 3 FT O.C. DISTANCE FROM CORNER 5. INSTALL HD2A HOLD-DOWNS AT ALL CORNERS ANCHORING SUBFLOOR, BAND, TO FOUNDATION. AND ELSEWHERE AS NOTED. OUTER 8' INSIDE L. SHEATHING TO ATTACH TO BOTH PLATES, TYPICAL, AND TO SPAN RAFTER TO DOUBLE PLATE HIO-2 HIO-2 ACROSS FLOORS FROM STUD TO STUD. DOUBLE PLATE TO STUD SP4 RSP4 1. INSTALL TIES AT ALL EXTERIOR WALL CONNECTIONS AS PER SCHEDULE ON THIS PAGE. NAILING SHALL BE AS PER SIMPSON SPECIFICATIONS. FROM STUD ACROSS LFTA LFTA 8 ALL RAFTERS, JOISTS,..STUDS ARE TO ALIGN, EXCEPT IN CASES WHERE BAND TO STUD BELOW PLAN OR WINDOW LOCATIONS DO NOT ALLOW IT. FROM STUD TO SILL PLATE H2.5 H4 9. ADD EXTRA TIES AT SIDES OF HEADERS ACCORDING TO HOW MANY THROUGH-STUDS ARE OMITTED. WHERE CONNECTION IS DIFFICULT BRING CONDITION TO ARCHITECT FOR RESOLUTION. NAILING AS PER SIMPSON SPECIFICATIONS 10. ALL WINDOWS TO BE CERTIFIED AS MEETING HIGH WIND IMPACT RESISTANCE REQUIREMENTS, OR IF NOT SO CERTIFIED, TO BE PROVIDED WITH 1/2" PLYWOOD PROTECTIVE COVERS, WITH GROUNDS IN ADJACENT WALL TO PROPERLY SECURE THE SHEETS WITH FASTENERS AS PER TABLE R301.2.1.2 OF THE NEW YORK STATE BUILDING CODE. 12. AS THIS IS A TOP FLOOR ADDITION, CONTINUOUS TIES TO EXISTING CONSTRUCTION MUST BE INSTALLED, AND TIES FROM EXISTING CONSTRUCTION TO EXISTING NOTHING IN THESE NOTES SHALL BE INTERPRETED AS SUPERCEDI. ANYMORE FOUNDATION MUST BE EXAMINED FOR ADEQUACY, AND WHERE NECESSARY, RIGOROUS REQUIREMENT IN THE NEW YORK STATE BUILDING CODE. SUPPLEMENTED AS DIRECTED BY ARCHITECT. (2x4)STIFFENER/JOINING STRIPS TYPICAL N Y1 " B = 30-04-20 E - TW2432 F = TW30310-2 A = L2�-4" L REV. 19 JUNE 2003 TW3046 _, ". a'-e• � � 1 I = FWG60611L J = FWG5068L e'-a" Zambrellt Residence -4910 York C Pequasoh Avenue n N n PROVIDE FOR SCREW ATTACHMENT, LItChO Lie I�IIIJ G = CN14 H = CI25, JOINED AS SHOWN 2 1/2" #8 WOOD SCREWS 12 O.C. 9 ' * C PLYWOOD STORM SHUTTERS EXTEND DWQ nnE 4" BEYOND ROUGH OPENING, TYP. c = cw24-cTw2 D = Tw24310-2-CTN24-2 RICHARD ALEXANDER DALEY, ARCHITECT 307 Matt 5t NY NY 10012 212-925-9237 DR.er. R. DALEY I DATE 4 20 03 SGUE SHT.: 98 DR 9 BUILDING PERNUT EXAMINER CHECKLIST DATE REVIEWED: 9- /L103 APPLICANT: DATE SUBMITTED: 6 /sc� /03 SCTM#DISTRICT: 1,000, SECTION: 110 , BLOCK: 2 , LOT: c�>9- SUBDIVISION: was sex, ADDRESS: !Igto PEzi:S*4 CITY: Cure g66&j ZONING DISTRICT: :12 V0 CONFORMING? Ala BUILDING PERMITS OPEN/EXPIRED: PRE CO.00R N c�)9/049 5/7-13/7 y BP -Z/C/0 Z-��3,INFO �� /BPa s Z/C/0 Z �r, INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED 1Va NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time aftei 7/1/8; REQ. LOT SIZE: ACT. LOT SIZEA 7S(- REQ, LOT COV. ACT. LOT COV REQ. FRONT 3 s PROP. FRONT ,i REQ SIDE I � ACT. SIDE Z X REQ. REAR 3 S- PROP. REAR— REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ME,)�_'lx-'- ESTIMATED PROJECT COST: /ENGINEER: WATER FRONT? DESCRIPTION: L # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or OBED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or� NEW YORK STATE DEC: PRE-DEC 9/1/754or DTE: _/ / PERMIT#: SOUTHOLD TOWN TRUSTEES: DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: DTE _/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA):' NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)C Y� r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SCC SF SECOND FLOOR: to G SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( Z 6 SF)- ��G SF)=�_SF X $ aT =O$ +$ /�, +$ =$ S'7 2. ( SF)- NSF)= SF X $ _$ +$ +$ =$ 3. ( SF)- (_ SF)= SF X $ =$ +$ +$ =$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC , ESIGN CRITERIA- Ground d: 120MP Seismic De Category:B Ground Snow Load:45 Wind Speed: � / Weathering: Severe A/ Frost Depth:36" U Termite: - Decay: S-M S g P Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: R " 3 HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: yu DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE vi Tr 0A FULL FRAMING DESIGN ELEMENT`9_� hEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS:VN LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST UIREMENTS: & EGRESS 5.7 ;.F.-UN LIGHT 8%. /N VENT 4% /N NAILING/CONST UCTION SCHEDULIb MEANS OF EGRESS:�T PLUMBING RISER DIAGRAM& LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y1 CERTIFICATION: Y ENERGY CALCSa N TOTAL COMPLIENCEW/N (RETURN TO PAGE ONE)