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HomeMy WebLinkAbout30995-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32296 Date: 04/17/07 THIS CERTIFIES that the building ADDITION Location of Property: 2700 VANSTON RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 5 Lot 4 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 3, 2005 pursuant to which Building Permit No_ 30995-Z dated MARCH 9, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5518 DATED 06/03/2004. The certificate is issued to ALAN BRAVERMANN & DEBRA A. ORYZSYN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 98892C 08/29/05 PLUMBERS CERTIFICATION DATED 01/04/06 CUTCHOGUE EAST PLUMBING r Authorized Signature Rev. 1/81 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: 1. Final survey of property with accurate location of all buildings, property lines; streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: y 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. 1-1 1 f o to New Construction: Old or Pre-existingBuilding:g: (check one) xLocation ofProperty: ( DQ n-,A-�� /1 House No. Street Hamlet \Owner or Owners of Property: A L r) �r t\1 c�-VY-) {�1 �Iuffolk County Tax Map No 1000, Section ` ` Block Lot Subdivision Filed Map. Lot: Permit No. ZO a 9 Date of Permit. S Applicant: y-a Veyyy 6L y-) Health Dept, Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) op Fee Submitted: Applicant Signature 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. 30995 Z Date MARCH 9, 2005 Permission is hereby granted to : ALAN BRAVERMANN NEW YORK,NY 10012 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING & ACCESSORY ALTERATION PER ZBA DEC #5518; B.O.H. REQ FOR AGCY 1/2 BATH; 2 C.O. ' S at premises located at 2700 VANSTON RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0005 Lot No. 004 pursuant to application dated MARCH 3 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 9, 2006 . Fee $ 444 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 S Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/29/2005 375 Dunton Avenue 988920 East Patchogue, New York 11772 (631)286.6642 Issued To: Mr. Alan Brawerman ; Street: 2700 Vanston Road (Nassau Road) Village: Cutchogue Zip: 11935 Town: Southold Section: Block: Lot: , Contractor: Shore Power Electric Contracting Lic. # 31697-ME Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor A Indoor ❑ Basement ❑ Hot Tub XI Residential ❑ Det.Garage ❑ Attic X1 2nd Floor X❑ Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans rh _ 16 22 21 4 1 2 "» ` Dishwasher WasherlAmps Dryer/Amps Oven Range/Amps Microwaves _r •r 1 1 20 1 30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 4 6 st Meter Amps Phase UG/OH Jacuzzi Television CO Detector - 1 200 1 Bldg. Permit: 30995 _ Other Equipment 00amp main breaker panel /20amp well disconnect r. Hugo S. Surdi President Rough Inspection: 05/26/2005 Inspector: John McMahon III Final Inspection: 08/25/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. E011(e��� o x Fax (516) 765-1625 Town Hall, 53095 Main Road to Telephone (516) 765.1802 P. O. Box 1179 ip Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N z DATE: Building Permit No . 3aRg � Owner: Br,q ver mq (please print ) 1j /T l �C Plumber: 3 K- " md 4 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. L Plumbers Signature) Sworn to before me this k1` day of L\ C, 11hAf-11 EU?A6ETHH.BURNS N01W Pdit Vote of New York Notary Public, County NO.01 800=47,SUM co'ntv Term Exphe3 @,23 vq APPEAL$BOARD MEMBERS O�pcoG Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer y x P.O. Box 1179 Lydia A. Tortora Southold, NY 11971-0959 ,Vincent Orlando O ��� Tel. (631) 765-1809 Names Dinizio, Jr. 1 `�. Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 ZBA#5518 -ALAN BRAVERMAN Property Location: 2700 Vanston Road, Cutchogue; CTM 111-54. 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 13,500 sq. ft. lot is a triangular shaped lot with frontage along Vanston Road and Old Cove Road, Nassau Point, Cutchogue. The property is improved with a single-family 1-1/2 story frame dwelling with porch and an accessory garage, as shown on the March 18, 1976 survey prepared by Roderick VanTuyl, P.C. BASIS OF APPLICATION: Building Department's March 5, 2004, Notice of Disapproval, citing Code Sections 100-242A, 100-244, 100-33 in its denial of a building permit application concerning proposed additions to the dwelling with setbacks less than 35 feet from the front lot line, and proposed swimming pool and new addition to garage, both of which will be in partly in a front yard, rather than a rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, 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 second-floor addition above the existing sunroom, raising the roof to obtain legal ceiling heights, to add an extension to the existing accessory garage for work and storage areas, and the addition of an in-ground swimming pool with trellis and wood deck. The setbacks of the new construction are proposed as follows: (a) the 12' x 35' swimming pool and wood deck will beat least 6 ft. from the frontline along Old Cove Road and at least F from the westerly rear lot line, (b) the 160 sq. ft. garage extension will be at the north end of the garage, 8 feet from the house and with a much greater setback than the existing 5' rear setback and greater than 32' to the easterly front line, (c) the 195 sq. ft. second floor addition will be approximately 18 feet from the westerly front line at its closest point. ADDITIONAL INFORMATION: During the May 20, 2004 public hearing, the applicant agreed to not occupy or use the area above the second-story. Pagw�—June 3,2004 4 ,-ZBA No.5518—Alan Braverman CTM 1000-111-5-4 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 applicant has an existing 1-1/2 story home and wishes to construct a full second story with partial flat roof. 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 property is only 13,500 sq. ft. with an irregular triangular shape, and provides a limited yard area for new construction as requested. There is no other alternative. 3. The variance granted herein is substantial and the maximum that the Board would approve. 4. The difficulty was self-created, and is related to the placement of the home as exists, and the small size and irregular shape of the property with two street frontages. 5. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and a swimmingpool, 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 Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the 3/17/04 plan prepared by Frank Uellendahl, Architect, subject to the following conditions: 1. There shall be no use of the area above the proposed second-story addition to dwelling. 2. No backing out of vehicles onto Vanston Road. 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 P,agelI—June 3,2004 • ZBA No.5518—Alan Braverman CTM 1000-111-5-4 addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5-0 ��l �R.x.SC�lr NI ( VXYAA c2. Ruth D. Oliva, Chairwoman- 6/16104 Approved for Filing o�NOf SOUIyO ti 6 Z - �f coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL ,,4 L,,. �c [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION U l"A REMARKS: DATE r �� INSPECTOR — /ag — �o��OF SOUryo� �yc0UHf1, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE INSPECTION REMARKS: e4- ak awl DATE 3 INSPECTOR o99� z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 09NSULATION 94Z : [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �` � � INSPECTOR -! 20 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: a�`' DATE L' ® INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND /[ ] INSULATION FRAMING ��e�C [ ] FINAL [ ] FIREPLACE & CHI'MNNEY [ ] FIRE SAFETY INSPECTION REMARKS: "" 0 DATE �- �� INSPECTOR J ' (/-VAN q 76S-1802 BUILDING DEPT. INSPECTION [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING ( DW TIOW) ] FINAL [ ] FIREPLACE &/CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0 O DATE ( �� INSPECTOR 9 ho�aOF SOUry�� z COUNIV,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [<FINAL [ ] FIREPLACE A CHIMNEY [� ] FIRE SAFETY INSPECTION REMARKS: o DATE ����� INSPECTOR ' s soply�� `ycoulm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL ION [ ] FRAMING / STRAPPING [ >]' INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR i I 4g \, FIELD INSPECTION REPORT I DATE COMMENTS ro FOUNDATION(1ST) y --------------------------- FOUNDATION(2ND) z O y ROUGH FRAMING& O a PLUMBING Vf INSULATION PER N.Y. '-3 STATE ENERGY CODE O. I )-_ 0 FINAL ADDITIONAL OZOMMENTS .a.�F. r acs +R c o z ��Id .P .�'. - � �s.QJ? i JCS '.t?✓� � Y�F-� a. -.ate ro y 0 z v� r -- - Y tv �ro ..3 1r TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETVILLAGE DIST. SUB. LOT 0 lm 6 de / ' , 3 d n h k� (/ Dim C�G p /-�-a Zi,z FORMER OWNER N E ACR. .y S W TYPE OF BUILDING RESSEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS y o 60 3606 3 a 76 SOLD y 00 f, Sc u 'L r T y /90 3 0 0 0 3 G Do �> �s -Z 05-Mo �urE a7y�^ir1 t `�l 7voz> D s" so AGE BUILDING CONDITION /6 O 4C 4 Y4G- NEW NORMAL BELOW ABOVE �® O O FARM Acre Value Per Value Acre Tillable 1 3D T Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD DOCK Total , ,( •( . .• ■■■■■■■ ■■■■■■■■■■■■■■■NEON ■N■■O ■■■■■■■■N■■■■■■■■N■ ■ENN■■� ■■■■MEMO NNNEE■NEE■E F'R d ■ENE■S ■■■■MEMO■■■■■N■■MEN SEEMS ■ ■E■ENNEE■E■■E■EN■■■ SEMEN M NEE■EE■ i:.,..1NNEENEEEE■■E■E■E ■ENE_■ . 51mrmm llu■■■■■■■■■■■■■■ _- ■■■■i��r�l ..�.`�7E■■NEENEEN■NEE k _ ■■L©■■■�■■■■I�AEN■■■■■NESE■■ =' EEE■■■■ ■NN■11WEE■■■■■■■■■■E WISENEMMENEENMEM Foundation :. asemen . .�. TOWN O_ F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIt�IG 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. Check Septic Form N.Y.S.D.E.C. Examined ,20_ Contact:Trustees Approved 120 \ Mail to: FTZL7Al,E a9 A,-PRI/ Disapproved a c iif?e 3/(0, CT Phone: 4v0/. 4-77 gdi�?* Expiration 20 Buildi g Inspector �r APPLICATION FOR BUILDING PERMIT G Date M�-,eCN -51r- 200¢ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. 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, hou ' de, and re I tions, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /—)R61-ii7 i5'c-- Name of owner of premises A6191U &2AV�,e1--r.-9x/ (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: 27oe7z (/A�S774Q// IP-0 House Number Street ii Hamlet County Tax Map No. 1000 Section /dao Block Subdivision ' Filed Map No. (Name) 19S.G�asleu,• �:•,P . a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy lGES/� Jr/ SCJ 3. Nature of work(check which applicable): New Building Addition l/ Alteration ✓ Repair Removal Demolition Other Work 4. Estimated Cost Fee 3G _ (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase aq/LY /"500 Name of Former Owner 11. Zone or use district in which premises are situated 42- 11-'o / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO ol _ 13. Will lot be re-graded? YES V NO Will excess fill be removed from premises? YES /No- 14. //NO 14. Names of Owner of premises Alam OIZI✓6l'12/ e,1 Address27_ Phone No. 2/Z. 074-AW Name of Architect �jzy�KG(e//eGlCl�/ Address //_tb 316 Lir l PK Phone No 1�131472. 86Z¢ Name of Contractor Address VPhone 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� ��u� Gy l�I�GL�tJf�l�fC being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is theGHl7GT (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. SwoFp to before me thi T F day of ('c 200 tary Public i*Signaof Applicant BONNIEJ.DOROSIO Notary Public,State Of Newlbik No.01006095328,Suffolk to Term Expires Jury 7,20 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 5, 2004 TO: Frank Uellendahl A/C Braverman PO Box 316 Greenport, NY 11944 Please take notice that your application dated March 4, 2004 For to make additions and alterations to an existing single family dwelling, construct an accessory in- ground swimming pool and addition to an existing accessory garage at Location of property 2700 Vanston Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 111 Block 5 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to a non-conforming single family dwelling, on a non-conforming 13,500 square foot parcel in the R-40 District is not permitted pursuant to Article XXIV Section 100- 242A which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single-family dwelling notes an existing front yard setback of+/- 19 feet. The proposed addition is noted as being+/- 18 feet from the front property line at its closest point. Therefore the proposed addition is not permitted pursuant to Article XXIV, Section 100-244,which states that nonconforming lots measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet. In addition the proposed accessory in-ground swimming pool and the proposed additions and alterations to an existing garage are not permitted pursuant to Article III, Section 100-33, which states, "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The accessory structures are partially located in the front Total lot coverage will be+/- 19 percent. r= Auth 'zed Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ApplicanU Date. Owners Name:.... LA��� Architect/ Qate Cngineer:. 1�- cSubmitted: l7 SCTM 9: District: 1 000 Section: f(j 131ock: Loi: Pt'oject / A Subdivision Location: 7�� Simlc 8: separate Required �+ celtlficauon: (Yes f No) — Req. Rcq. LcwinF t)islricl: 't� (1,0(size-. Actual: l (Lot Coverage Prupciscd Req Req. Od o((Tone Yard Proposed: (Side Yard � (Rear Yard Proposed• 0 -7 S Project Description: alk. U� A.GENCMERMM Permit REQUTRItD FOR IE-TVIEW i .A. ISO YES Number Suffolk County Health-Dept. _ ' Now York State. D.E.C. �. • Town Trustees Town Zoning Board approval: • Town Planning Board approval: l Flood Plane Elevation??? Flood Zone: :. o 0� f n • Q .)L2- �� L-v-- O © Z PROPOSED 43'-3" Q ADDITIONS POWDER RM TO BE RENOVATED: IMPROVE FOUNDATION WHERE NECESSARY TO THE _ W _ _ REPLACE ALL FIXTURES f— I _ — PLUMBING 10 REMAIN MINIMUM DEPTH OF FOORNGS TO BE S-0°BELOW(RADE FWG 2980S/5080L I 2 CONSULT WITH ARCHITECT HEADER: 3-%2"X11-7/8" PARALIAN ;a 4'-7° N UP SrORAGE O EXISTING 3� MUD ROOM m STAIR TO BE 3 J6° EDE RESIDENCE ® NASSAU PT 13 RETURN DUCT 00 v,y �zl a w ARCHITECT c=, -J� FRANK UELLENDAHL EXISTING 1EXISTING p r i P.O.BOX 316� a GREENPORT, NY 11944LIVINGROOM DR -4718624 TEL: 631 8'-4° CLG.HGT. KITCHEN 8'-4" CLG.HGT. 3e FAX: 631-477 2997 INSTALL NEW SHEETROCK CEILING g ^i � OWNER I a� I BRAVERMAN 3 i 1 ELT PANEL ON R5 I BOILER DUCT W �4� 35 � ti Qlv O 0 HEADER: i � j � 9 E 3-1/2X11-7/8° PAI7ALIAM HEADER: 3-1/2 11-7 8° PARA UN HEADER: (2) 2X12 HEADER: (2) 2X12 = a REPLACE EXISTING BOILER FLUE . (� FWG 12080-4 i FWD 60611R W W 8• WITH NEW TRIPLE WALL FLUE W I I I W 14 14 _ DuralechlHPSON WALL 1 Wo 8'-1 1/2° I I I e 4'-11° 5'-1° 1 16-1° 1 -2" EL I N I I TRT'D 2X8 JOIST ® 12' O.C. i I I PROPOSED 1 1 D CK 99 9F j-21 D 54'X4° CEDAR DE(KgKING I I I © o I I I I ACCESS DOOR TO MECH. RM. s z 6" DIA STEEL COLUMN I `._I ELECTRICAL LEGEND LEGEND I I (3) 2X8 GIRDER AROUND TERRACE I S LL __ -_ _ _ - - _ _ -_i j (o DUPLEX RECEPTACLE OUTLET �D DIMMER SWITCH g - - - _ DEMOLISH $UN ROOM ADDITION — _ — — — OUADRAPLEX RECEPTACLE OUTLET Q TELEPHONE EXT'G WALL 4p �2 6" IJ-0° �p WATER PROOF RECEPTACLE OUTLET ® TELEVISION At�" DATE: 02/17/2005 61111111111111 O r — — — — -^ y c Fl GROUND FAULT IMERRUPTOR OUTLET IST01 COMBINED SMOKE h CO-2 DETECTOR ® NEW WALL SCALE: I/4° = 1'-0° TQ HIGH NAT FIXTURE SURFACE MOUNTED CEILING FAN _ _ REMOVED WALL PROPOSED SQUARE FOOTAGE - IST FLOOR DEMOLISH BRICK STOOP � DIRECTIONAL HIGH HAT FLOOR RECEPTACLE OUTLET 90 1ST FLOOR PLAN EXISTING GROSS FLOOR AREA - 965 SF SURFACE MOUNTED CEILING FIXTURE EXTERIOR SOFFIT EXTERIOR LIGHT _g� ADDITIONAL GROSS FLOOR AREA - 180 SF WALL MOUNTED FLOOD LIGHT TOTAL GROSS FLOOR AREA - 185 SF SURFACE MOUNTED WALL FIXTURE EXHAUST FAN/LIGHT DWG. NAME COVERED DECK - 99 SF Li SWITCH o 1 ST FLOOR PLAN EXHAUST FAN /{ - 3 ®� DWG. NO Its A © PROPOSED ADDITIONS y 6° 2'-0' 4' 4'-11' 9'-1 1/4' 3'-4" 4" 1'-5° 6" 6'-2° 4' 8'-1' TO THE 4'-0' t 0 4'-0" 2'-6 1/2' 84THR00M i0 BE RENOVATED: BALCONY 4 FWG Z96115/50611L ALL HEADERS: (2) XIO PL DOUBLE-HUNG W-13 MBNG TO REMAIN HCH NC(2) 2X10 # HEADER: (2) 2X12 EXT'G D NEW o o BATH ss"H ERI UNDRY m 7'- CLG.HGi. S D LIN. CL. 3' p° RESIDENCE 3068 DN • W S _ _ _ _ _ _ _ _ NASSAU PT v 2668 o cv v 2668 cv O O O ® I� - -_ - - FVD] ® MBR ® 2 — — � ARCHITECT 263 NET SF 1 r 24' shower bar FI o S D o CATHEDRAL C4GI �w/ hand shower; O° P`U� A/aC� FRANK UELLENDAHL o 'AifRC1 PO BOX 316 I ® T�\ `CFiJ� GREENPORT, NY 11944 O TEL 631-477 8624 0 N 1 1 N FAX: 631-477 2997 1 1 wall punted UNE OF LOFT ABOVE — 9 m� I I spoup NEW OWNER r 4 I I o l BATH BEDROOM 2 BEDROOM 1 Y �.� ALAN BRAVERMAN 8'-2' C.HCT; 8'-2"CLC HGT. NEW CATHEDRAL CEILING = 2700 VANSTON RD. o I L-------- 16�g CUTCHOGUE, NY 11935 (� TEL: 917-733 3637 HEADER ABOVE W 5.1: (2) 1-3/4'X7-1/2" MICROLLAM SUPPLY DUCT1 HEADER ABOVE SUDER: 2-3/4'X9-1/2" MICROUAMI I 2468 °l (2�X8ABOVE W 5.2: —� I I \ REPLACE EXISTING BOILER FLUE - -FWG 12080-4 WITH NEW TRIPLE WALL FLUE — — — > LS ALL WINDOWS ARE CASEMENTS W-11 AND C NFORM WITH EGRESS REQUIREMENTS - ALL HEADERS: (2) 2X10 2 ABOVE _ J Our SIA T N DURAVENT: Iie e5.1 ABOVE 4° 4'-6 1/4" 6'-7' S'-7° 5'-7" 5'-0 1/2' — 6' 16'-I° 4" 7'-I0" 6" 9'-1" 4' 8'-1° 6" g TERRACE p R 6 W 99 ST ® � 5/64° T&G CEDAR DECKING s g s ELECTRICAL LEGEND LEGEND a = � DUPLEX RECEPTACLE OUTLET DIMMER SWITCH = a r + QUADRAPLEX RECEPTACLE OUTLET TELEPHONE EXT'G WALL o ($)Wp WATER PROOF RECEPTACLE OUTLET ® TELEVISION E DATE 02/17/2005 O G FI GROUND FAULT INTERRUPTOR OUTLET FS/—D] COMBINED SMOKE & CO-2 DETECTOR ® NEW WALL V SCALE: I/4' = 1'-0'1/4' = 1'-0' HIGH RAT FIXTURE SURFACE MOUNTED CEILING FAN22 PROPOSED SQUARE FOOTAGE — 2ND FLOOR DIRECTIONAL HIGH HAT FLOOR RECEPTACLE OUTLET — — — — — REMOVED WALL ;i a 2ND FLOOR PLAN EXISTING GROSS FLOOR AREA - 684 SF SURFACE MOUNTED CEIUNG FIXTURE EXTERIOR SOFFIT ROOD LIGHT T EXTERIOR LIGHTWALL s ADDITIONAL GROSS FLOOR AREA - 101 SF H SURFACE MOUNTED WALL FIXTURE EXHAUST FAN/UGHT z DWG. NAME TOTAL GROSS FLOOR AREA - 785 SF o 2ND FLOOR PLAN s A - 4 TERRACE - gg SF � SWITCH EXHAUST FAN ®�i! DWG. NO Z PROPOSED ADDITIONS o TO THE EXTEND FLUE TO CODE N � m R-38 INSULATION RESIDENCE 1 � FIXED GNASSAU PT LASS PANEL 9 0° DOOR TRIM IATTGNED WIM WINDOW TRIM ARCHITECT 2'-0' FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 AX: 631-477 2997 OWNER ALAN BRAVERMAN 3 2700 VANSTON RD. Ll MASTiR BEDROOM CUTEL:97,7 11935 � o HEADER- 3-11h 1-7/8, EADER:3-1/P`7(11-1/B° GLU D-LAMI TED BEAM u I 14 I4 o 0 o E5 a = cd LIVING OOM %XI�DR s I i R-19INSULAT11N - - - - - - - - - - - - q Q Y 3 S EXISTING EKED CRAWL SPACE V p Q�QQ`' ✓9 �`' 65 g ¢ .� ! DATE: 04/16/2005 INTERIOR ELEVATION MBR - CLOSETS r�:, _= SCALE 1/4' = 1'-0PROPOSED° , , CROSS SECTION A-A NORTH ELE N $ NORTH ELEVATION SCALE: 1/4° = 1'-0° SCALE: 1/4" = 1'-0" DWG. NAME A - 8 ®z� DWG. NO 2 r / 7 u + i 9) O / s op as49�. t MAP, OF L AhiD ,; D j�J l a ; 4 SUIZVEYED FOA rt ICU -YORK M0Y # MOY M- MOY'. Ar j pe d U7 it T 1 . 'fowr+ of SocMf-+Ot.000 , N.Y. / r� Ei a n ♦' �' -� ' - �' }f�c/meq i� 61, UD w. LL � �* 1 NQ t - yNAVfllOill(DIp/�1tOH.CA MVINl11 11!: i .A :. if , . l0 THIS 31GVEY. A!rtOUPON .. StfMp"1109 Of iN3 N1W LOSR 37AfL IWCAIIOH UW. .. - COPILS Oi ani,S VII Mw N71 � - �y aN SASUSV[Y.p 5 ham XAL W M . iM10i3m SEAL SFA C'NOl it CONSIDIR� -i MRANaFS.ii.41CA O�NWONS LLON i• �1 . - pATiO1WiE13D`IfO1W1I"JAi1NFfLN11' . Gs.IpYdniaeul iu:iis Aki;eYtecIN 714.0 . C:, : a e A� u u oN 145$aha 10 ale ' !H 50"do Mc e Co. .0s 5csrycsteea! 'Mor Si3,f9'7to" y e ' aaccowenr;zlavLa.Atiniu'Afuul"� oElai.clt L/An+.7NYi,,RG I �6�4' :,.�..Ot HI./H1I>iYKS sAtOW{Z Y'Er1CY TO .'tt•AQ � IOSPT QEiIPVf10N 1AfiD lCfID14 AM0.,'..- -. : ��'. s IT O� ScciiorL C Wei ssm tt. Y PoiyLi ", fL1+,,,�rr{{...��� LH waaMK,=pQW iiH004 vow :; uii-ftc SaF>rotiyc . CoNrL} ClcYk's o$Sice '�oa+ tuaNeneuxaianwo+« +�!!" r'� ` `' Z cAs Mvp 1.1 75 . loAeano.w�armn« �1ceH��d tnvLd SuKveyors LE LL ) Frank W. Uellendahl Architect PO Box 316,Greenport,NY 11944, tel 631-477-8624, fax 631-477-2997 e-mail:fuellend@optonline.net February 28, 2005 Client: pjfR 64, 2-01 Alan Braverman r 2700 Vanston Road Cutchogue, NY 11935 BUILDING PERMIT APPLICATION Addition to the Braverman Residence in Cutchogue, SCTM# 1000-111-05-04 SEPTIC SYSTEM CERTIFICATION N" 4.C�>' The proposed 21 Moor addition will replace the four existing bedrooms and all existing plumbing lines on that floor. The re-design of the V floor eliminates one of the bedrooms in favor of a more spacious master bedroom suite. In the proposed layout of the re-designed recreation room a toilet room with sink will be added. All plumbing lines for the proposed half both will be connected to the existing plumbing system in the po al \ basement under the existing kitchen.The septic line will not be affected. NQ¢,CJt �• V. ?; c The cesspool is regularily cleaned by Morris Cesspool Service Inc.The septic system is in good condition and will remain adequate for the proposed addition. / The existing stair will remain as is.The stair wall will be rebuilt to allow a clearance of 36 inches in order to V comply with the Building Code requirements. I hereby state that the information provided above is true to the best of my knowledge. tr 4 f .q i q ba 021C?� ' l rank Uellendahl Copy: Building Department Alan Braverman JW . Y , ' -tea VLA �. INC I � r _'© '2004 09 ' 18 , 2003 7V a 0- ARM y�,i4 . yP IM• } .A_ SVS' s , p c r A t z ilk . YT24 O s W � � 2003 w 4.. . . ! h a •tC� � � w _yam "�- . • !'�".''L 3 Y'h +,"y.� ♦ k� � �. W'! Y'!$� .O• R � job ,i� _ FROMU 09; 18,, 2003 09 18 , 2003 Z PROPOSED PROPOSED ZONING CALCULATIONS o ADDITION TO THE LOT AREA = ca. 13,500 SF CONSTRUCTION PHASES EXIST'G BLDG. COVERAGE = 1,420 SF ADDED BLDG. COVERAGE = ca. 1,250 SF zs TOTAL BLDG. COVERAGE = ca. 2,670 SF e O2ND FLOOR ADDITION ABOVE EXISTING SUN ROOM ALLOWABLE BLDG. COVERAGE RAISE ENTIRE ROOF TO OBTAIN LEGAL CEILING HEIGHTS R-40: 209, OF LOT AREA = 2,700 SF OEXTENSION OF EXISTING GARAGE CAMERA LOCATION FOR PHOTO VIEW �5 m TO INCLUDE WORKSHOP RESIDENCE Iri'I' PROPOSED CONSTRUCTION O3 ADDITION OF POOL j = NASSAU PT. WITH TRELLIS AND WOOD DECK SURVEY BY RODERICK VAN TUYL DATED: 03/18/1976 s ARCHITECT FRANK UELLENDARL 316 �Q 0�0 a GREENPORT, NYO11944 Q 1 44 TEL: 631-477 8624 \Q 4 FAX: 631-477 2997 OWNER ALAN BRAVERMAN 2700 VANSTON RD. o O 3 1 CUT , NY 11935 TEL EL 917 917-733 3637 �o p00� 1X40 0 Z 3 0 2' a a CAR POR 3 N SCALE: 1/32" =1'-0" so DATE: 03/03/2004 SCALE I/32° = I'-0° S I T E D LAN =o SCTM# = 10004I-5-4SITEPUAN TOWN OF SOUTHOLD 8 DK. NAME SUFFOLK COUNTY, NEW YORK = o A - 1 g DWGNO ii S 4 ZP DPOTON Q TO THE � �: RESIDENCE r 9 NASSAU PT. r { 4 MAP OF LAi-4 . . 9 ' ARCHITECT SL!RVEYED POR FRANK UELLENDAHL P.O.BO% 316 '�4! 4a� �~ " ��r•B <7! C� i, ` EENPORT, NY 11944 MOY #:�/IC7Y M. IVjQY _ CBTEL: 631-4776624 O;z �=lz Q /� l•.:. s� ., AT FAX: 631-477 2997 U De .d vlr.. s 'i ; OWNER 1 . 1. . HASSA0 Pi.Olt AIpNeNai^�uw 2700 9ANSTON RD. ir TO.wm OF SOUTMOL-0 i N.Y 3 CUTCHOGUE NY 11935 TEL 917-733 3637 At I tR. o 4yy -sr Q .Stole 60•= 3' 1Y; Lo } wevluoRltu� • ro rniE'suavtr, A tt3utgw 17► r;f": ;. ..���; i 1�`i '�4 ':: 5 ""% - HCIWN770901 rIB N4W tWKEiAII ' lgKAlit7l4 UM" - , tophi O "ASS ti MN Mof,MAlal1Q S rol tAw pahvilp .HUED.HAL'Ot ' . .. '.. - T.: .v b+tossW'.sEAt 9NA E rlol rfE caiatD4� y t N: to MM WwJiitlS Imiu nWon7jIM j{ M r Vol Fe f4 A 1�N1CYt6C4H 7[flas.e :t ; � n� '` EYi wxoN 7ME.Mrl ,c,.• f , � '"• :`• 'nne!�*m �nbori�sauuE,tOtlrt. ih3W1�VNee .Cri. ,05 scw�cE3ed, Mar,',T8.19`fto _�° � !Jo4.e L'Ot NUKsbers �iiown Ye ev {o*•MdP: ooe. 'SntnurweE k' S2DOE1zleK;,VAN 7eJYi., l 'C. ,-` of Section C N45SAt( Ppirli,', .f;:i�yit+ to IMA"WfJa'n'osardi+»?�On DATE 03/03/2004 Ilse Snf;o{k Coti:s} 'sCierk'S 'oi4ice�oa+ neo�ywtu uEE'°' z ` / T. Qw.� sm y w:mmauErarninw.a«au�Na L•Cetlta�c� La/�� rSMNA s Is,ZI-20 as ' Ntvp NQ 75 _ : . 1 �S —�_ - Gratis po. k .JJew Yolk •.` # Q SSR VEY $� ONG. NAME A - 2 8 DWC NO 06/16/2004 13: 10 6317659064 ZBA PAGE 02 g�fFOa:,� APPEALS BOARD MEMBERS ap� COG Southold Town.Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehriager P.O. Box 1179 Lydia A.Tbrtora 0 Southold,NY 11971-0959 Vincent Orlandob a Tel.(631)765-1809 James Dinizio, Jr. �Ol '�� Fax(631)765-9064 hitp://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 ZBA#5518-ALAN BRAVERMAN Property Location: 2700 Vanston Road, Cutchogue; CTM 111-5-4, 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 13,500 sq. ft. lot is a triangular shaped lot with frontage along Vanston Road and Old Cove Road, Nassau Point, Cutchogue. The property is improved with a single-family 1-1/2 story frame dwelling with porch and an accessory garage, as shown on the March 18, 1976 survey prepared by Roderick VanTuyl, P.C. BASIS OF APPLICATION: Building Department's March 5, 2004, Notice of Disapproval, citing Code Sections 100-242A, 100-244, 100-33 in its denial of a building permit application concerning proposed additions to the dwelling with setbacks less than 35 feet from the front lot line, and proposed swimming pool and new addition to garage, both of which will be in partly in a front yard, rather than a rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at which Ems 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 second-floor addition above the existing sunroom, raising the roof to obtain legal ceiling heights, to add an extension to the existing accessory garage for work and storage areas, and the addition of an in-ground swimming pool with trellis and wood deck. The setbacks of the new construction are proposed as follows: (a) the 12' x 35' swimming pool and wood deck will beat least 6 ft. from the frontline along Old Cove Road and at least 5'from the westerly rear lot line, (b)the 160 sq. ft, garage extension will be at the north end of the garage, 8 feet from the house and with a much greater setback than the existing 5' rear setback and greater than 32' to the easterly front line, (c) the 195 sq, ft. second floor addition will be approximately 18 foot from the westerly front line at its closest point. ADDITIONAL INFORMATION: During the May 20, 2004 public hearing, the applicant agreed to not occupy or use the area above the second-story. 06/16/2004 13: 10 6317659064 ZBA PAGE 03 • PaeV-June 3,2004 ZBA No.5518-Nan&avermen CTM 1000.11134 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 applicant has an existing 1-1/2 story home and wishes to construct a full second story with partial flat roof. 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 property is only 13.500 sq. ft. with an irregular triangular shape, and provides a limited yard area for new construction as requested. There is no other alternative. 3. The variance granted herein is substantial and the maximum that the Board would approve. 4. The difficulty was self-created, and is related to the placement of the home as exists, and the small size and irregular shape of the property with two street frontages. 5. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and a swimmingpool, 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 267-8, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the 3/17/04 plan prepared by Frank Uellendahl, Architect, subject to the following conditions: 1. There shall be no use of the area above the proposed second-story addition to dwelling. 2. No backing out of vehicles onto Vanston Road. 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 06:16/2004 13: 10 6317659064 ZBA PAGE 04 . P89N-June 3,2004 ZBA No.5518—Alan Bravennen CTM 1000.111-5-0 addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (" 1� rL11. ( VX3.�7�aL Ruth D. Oliva, Chairwoman' 6116104 Approved for Filing PROPOSED CONSTRUCTION PHASES PROPOSED Y ADDITION m ZONK C&MATIONS a TO THE OZNII RAIIR ADDITION ABOVE SUN m■o =m 13097 RISE ROOF TO OBTAIN Cox W amr0 KK OOWW =. 1.420 sF 2004 00� = 122 SF I6k 96.CKW =m 1.6A 9 .�➢FLOG.IEA 195 S R-4(tALLO %O C r 90 R-4R 10.16 I muw=m 1.700 S / y M 4: Da"lOC1IpN FOA PQM NEI 15 S W A„� RESIDENCE �C NASSAU PT. \ Etl57M6 mmcruE N MOOTE EMU 1 a cNW UNes ¢¢ Faw6 win K IiEp.'oi XI 1w O2 [XIENSION OF EXISf11C �� - 6aEn w/la 199s Nw un FA uiin m1 ro R✓CIUDE WORI(SfIOP OWGE N 2005 tr P°a 3 � / � g 34 34 OADOM3VM TRO 5 P0°` AND WOOD IN 2006 ss SSE: P' =1' �' loll I,tt- EPLAN � �` °�"`�°' 9GIL SCT04 = IODO-111-05-04 SITE" TOWN OF SOUDiOIO g SUFFOLK OMM NEW YORK DIGNw I WIN A gig ADDITIONS TH TO THE I � w FODDU avec roor � m m E xrvn _ NASSAU PT ARMCB RM Lf Pa Rlal new Ir9e Ian an PRoaasEo 2K FLOOR Amman ppryry�� E pA TM I8:911-]J7 JW �l1NIO EIEYATION n r VANSTON ROAD e -- -- _— — i� m 6t/nr" OLD COVE f10. __—___ —_—__— 9J III wr. Ip'I'd SECTION we x� DM SEM A-4 9� p�MO � (,, e �I{ . .���F a•. �y. •t .. 022'P042004 09 / 18,2003 • .fA �.• r .�,4s/ :rr' s+��f � , � � � .•fit.- ��1.. "'s ., i •� .' u�r v h rye: tfyC- ����. ./ + • ,�l•'* y -� 4/ 1 T I ✓ v r twr�.�� '� f wfY4. .:. H1 ° f'' y V y t. t JA r � fry ti•'^�xR 0 09 181'2003 c r W .. r v,' A"` i:.t � �3-•:. - �t to ,.�q-�:n� P, s ' X003 0° 1 Is 20013 Permit Number Checked By/Date Generated by REScheck Package Generator Compliance Certificate Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Windex-to-Wall Ratio: 0.14 Heating Degree Days: 5750 Report Date: Date of Plans:02117/2005 Project Information: Builder Information: 2700 Vanston Road,Cutchogue,NY 11935 Frank W.Uellendahl,Architect Custom Island Carpentry PO Box 443, Moriches,NY 11955-0443 631.477.8624 Ceiling: 38.0 0.0 Wall: 17.0 0.0 Window: 0.400 Door. 0.350 Floor: 19.0 0.0 Statement of Compliance: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�E rgy Conservation Construction Cade requirements.When a Registered Design Professional has stamped and signed this pa ey a Ing that to the best of his/her knowledge,belief,and professional judgment,such plans or spectlications are In on t e. Fl//acJK LV. S Bf[AkDesigner ED g9Cny Name Date UEQ Q r �A 9 �O 02106 �OF NFV.-� Page 1 r�(lGenerated by REScheck Package Generator REScheck Inspection Checklist Callings: ❑ Ceiling 1:,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:,R-17.0 cavity Insulation Comments:upgrade to R-21 in MBR Windows: ❑Window 1:,U-factor.0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Doors: ❑ Door 1:,U-factor.0.350 Comments:Front door exempt Floors: ❑ Floor 1:,R-19.0 cavity,insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,a 2)installed Inside an appropriate air-tight assembly with a 0.5'clearance from combustible materials.If ran-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: Q Required on the warm-in-winter side of all ran-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed\plal02U520 in accordance with the manufacturefs installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be Geary marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be Insulated to R-8. Q Return ducts in unconditioned attics or outside the building must be insulated to R4. Q Supply ducts in unconditioned spaces must be Insulated to R-8. Q Return ducts in unconditioned spaces(except basements)must be insulated to R- Q Return ducts in unconditioned spaces(except basements)must be Insulated to R-2. .Insulation is not required on return ducts In basements. Duct Construction: ❑All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus a bedded-fabric,a tapes.Duo tape is not permitted. Exception:Continuously welded and locking-type longitudinal Joints and seams on ducts operating at less than 21n.w.g.(500 Page 2 Pa). ❑ Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. ❑ Cooling duds with exterior Insulation must be covered with a vapor retarder. ❑Air filters are required in the return air system. ❑The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Q Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Page 3 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25' 1.5"to 2.0" Over 2" 170.160 0.5 1.0 1.5 2.0 140.160 0.5 0.5 1.0 1.5 100.130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness►or HVAC Pipes.Hot Water Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5'to 4' Heating Systems Low Pressure/temperature 201.250 1.0 1.5 1.5 2.0 Low Temperature 120200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 4035 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 f- LTi Q . . �I /O� 1� i 01 so �i . . I MAP. or LAND SURVEYED FOR -MoY t.M.ovM. 'Mori b�9e O 7 1 Ar NASSAU PotrtT T+4WN OF SOUTHOLC7 u� W ; ._�-s•« Q Scales : 60.' 3. ,'' . w g�Z 1S `+ iile F49 07 -L�AGI`P. . UNAVINOIItw tt3>,rtort b►fmlarteu I j��, . :, to mis SM i. A`Ytounou SIClio"7707 0 INt N[W tOta1L S1A{i . tDUCAIJON UW. - - Z .. 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Uellendahl Architect PO Box 316,Greenport,NY 11944, tel 631-477-8624, fort 631-477-2997 e-mail-.fueliend@optonline.net February 28, 2005 Client: 4 Alan Braverman 2700 Vanston Road Cutchogue, NY 11935 BUILDING PERMIT APPLICATION ll Addition to the Braverman Residence in Cutchogue, SCTM# 1000-111-05- SEPTIC SYSTEM CERTIFICATION The proposed 2'floor addition will replace the four existing bedrooms and all existing plumbing lines on that floor.The re-design of the 2nd floor eliminates one of the bedrooms in favor of o more spacious master bedroom suite. In the proposed layout of the re-designed recreation room a toilet room with sink will be added. RII plumbing lines for the proposed half both will be connected to the existing plumbing system in the partial basement under the existing kitchen.The septic line will not be affected. The cesspool is regularily cleaned by Morris Cesspool Service Inc. The septic system is in good condition and will remain adequate for the proposed addition. The existing stair will remain as is.The stair wall will be rebuilt to allow o clearance of 36 inches in order to comply with the Building Code requirements. I hereby state that the information provided above is true to the best of my knowledge. Fronk Uellendahl Copy: Building Deportment Rion Braverman GENERAL NOTES DESIGN CRITERIA: ZPROPOSED ill ,'_,8' L 2 Q ADDITIONS 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. MEE. THE o TO THE ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. T 1 r BUILDING CODE, AND THE NEW YORK STATE ENERGY CODES Ur 1 ®�� CONSERVATION CODE, AND LOCAL AUTHORITIES. SLEEPING AREA - 30 PSF. I ^p L WIND SPEED - 120 MPH USE I0 U;tl&_MdVFU 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE ® ® WITHOUT (CERTR AJ119- 3. ALL LUMBER SHALL BEG E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36° CERTIFICATiOIN ryp ��p LARCH STRUCTURAL GRADES 2 OR BETTER. TERMITE - MODERATE TO HEAVY NAILING & DONNE CCUP6 NCY s DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES REQUIRED. e m STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST ® ® RESIDENCE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL W FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6. ALL DIMENSIONS AND C E CONDITIONS TO BE NASSAU PT VERIFIED BY CONTRACTORS PRIOR TO START OF APPROVED AS NO ED CONSTRUCTION AND ORDERN OF MATERIALS, THIS WINDBORNE r FOUNDATION HAS BEEN D((� IGNED FOR A SOIL n is ar�1 BEESARRIN CA CAPACITY OF TW( OR�SHALL VERIFY GRADES DEBRIS PROTECTION SCHEDULE EXISTING �� DATE: IG�a�.., Il B•P•a °—/ —r,,`S THESE CONDITIONS ARE MET. ALL FILL BENEATH ;,d,v WASTE C ARCHITECT CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS =R LiNES NEED FEE; z I BY: �— RELATIVE DENSITY. BUILDING DEPARTMENT AT PABOX 316 OF MIN 7/16 INCH WITH 2-1/26 WD SCREWS, To SLING BE OVERING FRANK UDIENDAHL 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER 765-1802 8 AM TO 4 PM FOR THE GREENPORT, NY 11944 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION BY TRIPLE UPRIGHTS. ALL HEADERS TO BE FOLLOWING INSPECTIONS: TEL 631-477 6624 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 1. FOUNDATION - TWO REQUIRED _ FAX: 631-477 2997 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE FOR POURED CONCRETE OWNER PENETRATIONS ® ® 2. ROUGH - FRAMING & PLUMBING ALAN BRAVERMAN 9. PROVIDE FLASHING AT ALL ROOF BREAKS, N 2700 VANSTON RD. CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS ALL WINDOWS ARE INSULATED (LOW-E GLASS AND ONSTRUCTION MUST CUTCHOGUE, NY 11935 AND DECKS ETC.. WEATHERSTRIPPED; NEW WINDOWS ARE ANDS SEN PRODUCTS. ETE FOR C.O. TEL 917-733 3637 10. DO NOT SCALE DRAWINGS, SCREENS ARE PROVIDED FOR ALL WINDOW OPENINGS.Mark Size Description qR Quantity ALL C N..TRUCTION SHALL MEET THE ED 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- REQU EMENTS OF THE CODES OF NEW W U ENGINEER ARE NOT RESPONSIBLE FOR THE W-1 FWG12080-4 GLIDING DOOR UNIT 2 YORK TATE. NOT RESPONSIBLE FOR INSPECTION SUPERVISION OR ADMINISTRATION OF W-2 FWG2980S/508DL GLIDING DOOR UNIT 1 DESI OR CONSTRUCTION ERRORS( 9 THIS CONSTRUCTION PRQIECT. FEDERAL STATE W-3 FWG60611R GLIDING DOOR UNIT 1 AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE SHALL BE THE RESPONSIBILITY OF THE W-4 FWG29611S/50611L GLIDING DOOR UNIT I CONTRACTOR. W-5 AXW 61 STATIONARY GLASS PANEL 3 !� 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO W-6 PS 8180 L GLIDING PATIO DOOR I PLi E I P - -P CERTIFICATION ICATIOfV FACILITATE CONSTRUCTION AND SHALL NOT BE W-7 PS 8180 R GLIDING PATIO DOOR I EIV; rit-cI2 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND W-8 PS 8L GLIDING PATIO DOOR 1 PROPOS9EhTjFjcATE0F0CCjPANCY OWNER. W-9 AW 451 AWNING WINDOW I e 13. THIS STRUCTURE HAS BEEN DESIGNED IN W-10 FWG50611L GLIDING DOOR UNIT I SOLDER USED IN WATER / ACCORDANCE WITH THE NEW YORK STATE ENERGam Y CONSERVATION CODE. ALL REPLACEMENT WINDOWS IN EXT'G WALLS TO DE VINYL SUPPL Y SYSTEM GAIViVO I2 l WINDOWS WITH DUAL-PANE INSULATING GLASS SIMILAR TO: EXCEED 2110 OF I%LEA0. Y UUT N CH111PTER 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALLW-Ii CW 135 �' CASEMENT FOR EGRESS 4 46NEVECJ72M 9 CHANGES PRIOR TO AND DURING CONSTRUCTION. W-12 TW 2032 DOUBLE-HUNG 2SECOND FLOOR ALTERATION — UPGRADE T6c® ( tg tg 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE W-13 TW 2432 DOUBLE-HUNG 4 DESIGNED AND SPECIFIED BY OTHERS. DEMOLISH SUN ROOM & REPLACE WITH NEW 2ND FLOOR TERRACE 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND REPLACE EXISTING WINDOWS WITH DUAL—PANE INSULATING GLASS s INSURANCE NECESSARY TO PROTECT THE ENGINEER DRAWING SCHEDULE _ _ 17. DOD OWNER. GARAGE AGAINST FOUNDATION WALLS A-0 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES GARAGE TO BE EXTENDED AND CONVERTED INTO WORKSHOP AND <� _ UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-1 SITE PLAN RECREATION ROOM WITH TOILET AND SINK AND OUTDOOR SHOW�oEmnfmCER I A-2 FOUNDATION - DEMOLITION - GARAGE CONVERSION REQUIRED g DAA' 02/17/2005 A-3 PROPOSED IST FLOOR PLAN B MS SQUARE FOOTAGE A-4 PROPOSED 2ND FLOOR PLAN o BUILDING PERMIT APPLICATION 3 TITLE SHEET A-5 CROSS SECTION A-A, B-B o Mo General Notes A-6 PROPOSED EAST ELEVATION Design Criteria EXISTING GROSS FLOOR AREA INCL GARAGE 2089 SF FEBRUARY 17, 2005 PROPOSED ADDITIONAL GROSS FLOOR AREA 268 SF A-7 PROPOSED WEST ELEVATION RETAIN STORM WATER RUNOFF � ^ 9 AREA TO BE DEMOLISHED 188 SF A-8 PROPOSED NORTH ELEVATION C,� �} q PUR T h{�I 5-10CGE TOTAL DECK AND TERRACE AREA 198 SF A-9 EXISTING ELEVATIONS AND FLOOR PLAN T' ,�A �(NJ 9 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 �� �F� T1 J4 g A - 0 EXISTING DECK AREA ` -F F A-10 PRESSURE ZONES - CRITICAL PATH - CONNECTORS G TOTAL COVERAGE INCL DECK 1491 SF A-11 NAILING SCHEDULE - FRAMING NOTES �, ���°� . ®� DWG. No z � ZONING CALCULATIONS � PROPOSEDQ ADDITIONS / LOT AREA = ca. 13,500 SF TTHE ADDEDC BLDG. COVERAGE = ca. 1,405 SF �i ADDED BLDG. COVERAGE = ca. 86 SF TOTAL MC. COVERAGE = ca. 1,491 SF d zs ALLOWABLE BLDG. COVERAGE F I R-40: 20% OF LOT AREA = ca. 2,700 SF � / ? 9� PROPOSED CONSTRUCTION //i OPS EXISTING STRUCTURE 8! RESIDENCE rR / � SURVEY BY RODERICK VAN TUYL 9 NASSAU PT DATED: 03/18/1976 —9 > 0 ARCHITECT / FRANK UELLENDAHL l P.0.80X 316 / LPEW GR1944 TEL -477 P631NY 18624 j J FAX: 631-477 2997 o OWNER ALAN BRAVERMAN 2700 VANSTON RD. r CUTCHOCUE, NY 11935 r _ TEL: 917-733 3637 \0 rFRED 9 V� U l / PROPOSED 2ND FLOOR Q � 6 ALTERATION X W � C-o € �•�` BRICK PATIO; Q. ::::::: ; . /V \ z O PROPS€o�ADDITION g A 1 SCALE: 1/32" =1'-0" o& UAI; 0211812D05 lo/ N 3 , S TEPIAN SALE „32' �� \\ PORT 2 SCTM# = 1000-111-05-04 $ SITE PLAN CAR TOWN OF SOUTHOLD a M. NAME �\ SUFFOLK COUNTY, NEW YORK ® awc No A I I6'DIA SON TUBE r Ja s•-r f ON, Z PROPOSED 2-0 "'-° " '-o aIADDITIONS FOOTING _ )s/6'Burrva�ABlrs --� ----- 2 TO THE 2 2x10 GIRDER IRYO r`-lxZJ ccBED( 11 11 � TNfb 2N8,glSf , t5 TRT'O "POST ON 0 16'O.C. aPROPOSED EXISTING C o SanPN� EXISTING EXISTING WOOD DEC( LMNG ROOM PIER 1 y SUN ROOM LMNG ROOM u r r T 11 TO BE DEMOUSH D ' LEGEND 1 I I JJ I 1 EXISTING WALL -r� F-, NEW CONSTRUCTION m L--�®J--------- EXISTING --@------ DEMounoN LAYOUT SHOWN RESIDENCE b CONSTRUCTION NOTES NASSAU PT GARAGE EXTENSION -z--s=--=- OQ ROOF CONTINUOUS'LIGRADE ROOF SHINGLE ON 15 LBS FELT g FOLLOW MANUFACTORER'S GUIDELINES TO INSTALLIN 120MPH m ARCHITECT ® 1/2"CDX PLYWOODNSHEATHI OPER SHINGLE REQU'D o O j 2 8 ROOF RAFTERS 16'O.C. - MATCH EXISTING FRANK UELLENDAHL V-0" VENTED ROOF OVERHANG P.O.BOX 316 ® GREENPORT, NY 11944 CEILING TEL 631-477 8624 EXISTING EXISTING EXISTING EXISTING R-30 INSULATION FAX: 631-417 2997 KITCHEN MUD ROOM KITCHEN MUD ROOM � OWNER DETAIL WALL ALM BRAVERMAN STEEL COLUMN FT'G2X4' 16' O.C. 3 2700 VANSTON RD. 00 000 E0 S/2WNG TLYWOOD CUTCHOGUE, NY 11935 NEW DECK FOUNDATION 111" 1 PERFECTION RED SHINGLES CA 5" EXP. PR -STAINED ED AR �21 2X10 TREATED GIRDER R-13 INSULATION PII 4"X4" TREATED POST ON 8" DIA SONATUBE FLOOR 9 II II N II II II II II MIN.36° BELOW FINAL GRADE IIIi0IIIi IIIi„IIIi aiUu„i IIII oIIIIII "�IuIII, '�ji1IurI oII i0 EI _ USE 3(4” SUBF LOO R, NAILED & GLU�EDlvn �PNN1E R ON UNDISTURBED SOIL) 28 &GOR JOISTS ® 16" O.C. R-21 INSULATION 2"X4"TREATED SILL 00 TERMITE SHIELD PERGOLA ABOVE KED UP SILL Ek ' o 10 A �GSYSEO MH 11 :STING LUBI (JvAU/ 0PROPOSED EXTENSION II 5, 1 APPZ20 V�KV/ ----------------------------- NDATION/CRAWL SPACE --"------"---"-----"----- ---- FOU = SQUARE FOOTAGE — GARAGE ------------- ----- ` `� TRT'D 2X10 HOUSE BEAM ` ` `� `� Q �° 3 b 518" ANCHOR BOLTS 4'-0° O.C. BOLTED INTO EXYG CONIC. WALL EXISTING GROSS FLOOR AREA - 440 SF s 85 PROPOSED 8 PAIRED CONCRETE WALLS n GROSS FLOOR AREA ADDITION - 167 SF BITUMINOUS COATING ® RECREATIONAL AREA ,K TOTAL GROSS FLOOR AREA - —7m-T I'-4° X 8' POURED CONC. FOOTING W/ KEYWAY `� �� ° ��' % `r- �� UNHEATED 2° CONCRETE DUST COAs ) 6 MIL POLY VAPOR HARRIER ON COMP. GRANULAR ALL �� ✓s y - .. �\ �� (^rte ' INSTALL NEW2. ^ OUTDOOR OWER SUDING DOOR y° 7s— o EXISTING DATE: 02/17/2005 GARAGE / WORKSHOP \ STORAGE / WORKSHOP SCALE: 1/8" = r-o' 3 onversion Garage PROPOSED o DEMOLITION PLAN FOUNDATION PLAN �'�� 1 ST FLOOR PLAN s FOUNDATION PLAN �,, � �a DWG. NAME SCALE: 1/8' = 1'-0° SCALE: 1/8° = I'-0° A - 2 �s PROPOSED O 43'-3° © ADDITIONS TO THE W POWDER RM 10 8'c RENOVATED: IMPROVE FOUNDATION WHERE NECESSARY - - - - REPLACE ALL FIXTURES MINIMUM DEPTH OF FGRADE F- - - - - 2 i0 BE 3'-0° BELOW GRADE PLUMBING TO REMAIN CONSULT WITH ARCHITECT FWG 29805/5080L HEADER: 3X12,375'GLUED-IAM, BEAM D UP STORAGE O EXISTING MUD ROOM m TO RED RESIDENCE J ® RETURN DUCT NASSAU PT J 00 3 - 00 — WF dO w dO o ARCHITECT FRANK UELLENDAHL P.O.BOX 316 EXISTING ! EXISTING f GREENPORT, NY 11944 LIVINGROOM DR KITCHEN AX 631-477 2997 8'4" CLG.HGT. ;m 8'-4" CLG.HGT. INSTALL NEW SHEETROCK CEILING i o — " OWNER ALAN BRAYERMAN SUPPLY DUCT ; 2700 VANSTON RD. CUTCHOGUE, NY 11935 3637 HEADER: EXT'G SUPPLY DUCT ABOVE 4, E C ti 3"X12.375° GLUED-LAMINATED BEAM O t� A FWG 12080-4 I FWD 606 R 'T` I I I W I/2° e ' 6'-1° I 3 1 2° 6 " I TRT'D 2X8 JOIST ® 12' O.C. L PROPOSED � II D CK 99 SF I I Op ! +L_ 5 4"X4" CEDAR DE(�KING _ I I B s l i ACCESS DOOR TO MECH. RM. (3) 2X8 GIRDER46" DIA STEEL COLUMN I I 1'--- - --- - - - I ' ELECTRICAL LEGEND LEGEND I (3) 2X8 GIRDER AROUND TERRACE L —— - - - - - - - - - - - - - - - - - - - J� DUPLEX RECEPTACLE OUTLET $D DIMMER SWITCH DEMOLISH SUN ROOM ADDITION (- + OUADRAPLEX RECEPTACLE OUTLET D TELEPHONE EXT'G WALL -2'-6° 13'-0° NoW�p WATER PROOF RECEPTACLE OUTLET ® TELEVISION DATE: 02/17/2005 I I VWFI GROUND FAULT INTERRUPTOR OUTLET FS703I COMBINED SMOKE & CO-2 DETECTOR NEW WALL , SCALE: 1/4" = V-0° OI- - - -I HIGH HAT FIXTURE SURFACE MOUNTED CEILING FAN - - 3 PROPOSED L. ._ __ — __ — J DIRECTIONAL HIGH HAT FLOOR RECEPTACLE OUTLET — — — — — REMOVED WALL 1ST FLOOR PLAN SQUARE FOOTAGE - 1ST FLOOR DEMOLISH BRICK STOOP EXTERIOR SOFFIT g SURFACE MOUNTED CEILING FIXTURE ] EXTERIOR LIGHT WALL MOUNTED FLOOD UGHT EXISTING GROSS FLOOR AREA - 965 SF � SURFACE MOUNTED WALL FIXTURE EXHAUST FANLIGHT DWG. NAME ADDITIONAL GROSS FLOOR AREA - 180 SF L SWITCH EXHAUST FAN 1ST FLOOR PLAN g A - 3 TOTAL GROSS FLOOR AREA - 785 SF— LsCOVERED DECK - 99 SF -^^ ° 0 ig DWG. No d,� Z PROPOSED O 43'-3• © OA Q ADDITIONS 6° 2'-0' 4• 4'-11• 9'-1 1/4' 3'-4° 4" 7'-5° 6° 6'-2• 4• 8'-,' ��1 TO THE B4IHROOM TO BE AENOVAIEO: wo °° BALCONY 4 FWG 2961IS/50611L REPLACEMENT WINDOWS W-13 PLUMB G TO ALL REMAIINS REPLACEM NT WINDOWS W-13 W T HEADER: (3) 2X10 EXT'G D NEW H BATH H ER IT UNDRY I1 - C m s D 1 1'- CLG.HCT. RESIDENCE F3068 W - _ _ S°_ _ _ _ _ _ _ _ _ _ � NASSAU PT 2868 ON c 2668 QD MBR S D ® ® r ARCHITECT z ❑ ft - - - - S 3 xxx NET sF 1 r - - - - -'� D F o SD '° FRANK UELLENDAHL LIN. CL CATHEDRAL C(_G1 - $ P.O.BOX 316 GREENPORT, NY 11944 1 I o o TEL: 631-477 8624 FAX: 631-477 2997 OWNER NEW EXISTING EXISTING N o ALAN BRAVERMAN 11 1 BAH BEDROOM 2 BEDROOM 1 2700 VANSTON RD. 2' 0' 4 1 1 " 7-1 C.H T.I� TO REMAIN - NEW CEILING NEW CATHEDRAL CEILING CUTCHOGUE, NY 11935 -------- 7'-10• CLG.HGT. TEL: 917-733 3637 1 HEADER: 5"X9.625° GLUED-LAMINATED BEAM 1 m FWG 12080-4 ALL WINDOWS ARE CASE ENTS W-II AND CONFORM WITH EGRESS REQUIREMENTS 5ABOVE C_ - - - - -- - - -E61- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - S _ W - ABOVE T-1D" 6° 9'-I' 4° 8'-i' 6° 5 ; 6° 16'-1° 4° 4'-7 1/2° 5-3" 5'-1 1/2° 5'-2 1/2' ^:J TERRACE 99 SFlei 5/4"x4' T&G CEDAR DECKING s Z 11 a S ELECTRICAL LEGEND LEGEND 2'-5° 85, } --r (p DUPLEX RECEPTACLE OUTLET $D DIMMER SWITCH _ + QUADRAPLEX RECEPTACLE OUTLET D TELEPHONE EXT'G WALL oWp WATER PROOF RECEPTACLE OUTLET ® TELEVISION & DATE: 02/17/2005 (-A) G D Fi GROUND FAULT INTERRUPTOR OUTLET 5 COMBINED SMOKE & CO-2 DETECTOR ® NEW WALL SCALE: 1/4' = 1'-0' HIGH HAT FIXTURE SURFACE MOUNTED CEILING FAN = 3 a PROPOSED REMOVED WALL x� SQUARE FOOTAGE - 2ND FLOOR >QQ DIRECTIONAL HIGH HAT FLOOR RECEPTACLE OUTLET - - - - 2ND FLOOR PLAN SURFACE MOUNTED CEILING FIXTURE EXTERIOR SOFFIT 5:p� EXTERIOR LIGHT 1N EXISTING GROSS FLOOR AREA - 684 SF i WALL MOUNTED FLOOD LIGHT DWG. NAME ADDITIONAL GROSS FLOOR AREA - 101 SF SURFACE MOUNTED WALL FIXTURE EXHAUST FAN/UGHT TOTAL GROSS FLOOR AREA - 785 SIF % "; SWITCH EXHAUST FAN 2ND FLOOR PLAN o A - 4 TERRACE - 99 SF y ®�a DWG. NO � ROOF / CEILING ABOVE MBR WALL - MBR, BR 1 ROOF / CEILING ABOVE EXT'G BEDROOMS WALL PROPOSED CE ADDITIONS CONT. VENT AT END OF 4'-0" ROOF OVERHANG 2"X6" 16" O.C. CONT. VENT AT END OF 4'-0" ROOF OVERHANG EXT'G 2"X4" @ 16" O.C. TO THE 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT 1/2" CDX PLYWOOD 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT 1/2" CDX PLYWOOD IN 120MPH REGION: 6 NAILS PER SHINGLE REOU D SIDING FELT IN 120MPH REGION: 6 NAILS PER SHINGLE REOU D SIDING FELT 5/8" CDX PLYWOOD SHEATHING 18" #1 PERFECTION RED SHINGLES CA 5" EXP. 5/8" CDX PLYWOOD SHEATHING 18" #1 PERFECTION RED SHINGLES CA 5° EXP. 2X12 ROOF RAFTERS 16 O.C. PRE-STAINED AND BACKPRIMED 2X8 ROOF RAFTERS 16' O.C. PRE-STAINED AND BACKPRIMED r7 R-38 INSULATION R-38 INSULATION ON H R-21 INSULATION . . R-11 INSULATION 1/2 GYPSUM BOARD 2X6 CEILING JOISTS ® 16' OC 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2'-0" VENTED ROOF OVERHANG 1/2" GYPSUM BOARD EXTEND FLUE - V-O' -12-6' J 2'-0" VENTED ROOF OVERHANG m RESIDENCE SOFFIT: CEDAR BD. AND BATTEN \$'3 NASSAU PT 12 2 ROOF SOFFIT: CEDAR 80. ANO BATTEN i 3 W/1 R-38 INSULATION FTERS ® 16" O.C. 3 � � � I W� R-38 �F INRULSU Al ON 16' O.C. o ATTIC I IC WALL EXTENSION: 2X4 STUDS NEW WALL MBR & BR 1 ONLY: 2X6 STUDS W/ R-21 INSULATION - O ARCHITECT ' ` ` -� tE FRANK UEILENDAHL - � � - � -�-`G �I \ � � P.O.BOX316 \ HEADER: 5"X9.625" GLUED-LAMINATED BEAM _ GREENPORT, NY 11944 EABER�_(3) 2X10 ` \ TEL 631-477 8624 FAX: 631-477 2997 2'-0" 85 / / \\\\ W/ R-E38NG JOISTS 0 NSULATION 16" O.C. OWNER \ o CEILING ATTACHED TO RAFTERS aiALAN BRAVERMAN 2700 VANSTON RD. REPLACEMENT WINDOW Y CUTCHOGUE, NY 11935 TEL; 91L-133J637 EXT'G WALL: 2X4 STUDS �5 ` ` W/ R-17 INSULATION �R�-D AR MASTER BEDROOM NEW LAUNDRY- HALL BEDROOM 2 , E 4 S CTION ALSO APPLIES TO BEDROOM 1 Q r HEADER: HEADER: 4 3'X12.375 GLUED LAMINATED D \ 3"X12.375' GLUED-L MI ATED BEAM / \ r - - -1 F HEADER: (2) 2X8 EXT'G WALL 2X4 STI.DS �a a NEW (2) 2X4 POST W = ` EXT'G WALL: 20 STUDS b EXISTING I I g LIVINGR6011 / DR KITCHEN I i � R-19 1NSUNIION R-19 INSULATION EXISTING CRAWL SPACE 6' DIA STEEL COLUMN O (215/8' DIA ANCHOR BOLTS O & 16 DIASONATUBE LJ DATE: 02/17/2005 ' CONCRETE PIER ON SCALE: 1/4' = 1'-O" 2'-0" X 2'-0' X 1'-0° 18'-2' 18'-2" ig CONC. FOOTING 3CROSS SECTIONS 92 A-A, B-B CROSS SECTION A-A CROSS SECTION B-B DWG. NAME _ _ = REMOVED ROOF A - 5 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1 -0 ©� DWG. NO PROPOSED o ADDITIONS HE a I! RESIDENCE NASSAU PT 0 0 ARCHITECT IRANK UELLENDAHL PA.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 OWNER = ALAN BRAVERMAN 3 2700 VANBTON RD. W CUTCHOGUE, NY 11935 ❑ ❑ ❑ ❑ ❑ � TEL: 917-733 3637 F1 Li 0 � o 0 � WU4 q y = g a , � o � _ m o g � _a i DATE: 02/17/2005 SCALE: 1/4' = 1'-0' 0 AST ELEVATION PROPOSED EAST ELEVATION 0 SCALE: 1/4' _ -O DWG. NAME sg A - 6 ©;� DWG NO Z PROPOSED g a ADDITIONS TO THE CC m RESIDENCE z NASSAU PT 0 FEE VIXIlIlffIieIIIIIA 9 0 ARCHITECT WW FRANK UELLENDAHL 5 5 P.O.BO% 316 " GREENPORT NY 11944" {:`' `: > <:�: J �:�:�:�:� >::" >:� > > > > �:� � 1 'iii: :.:.: :::.:......•.•.•: :.�:.� ,.�.�.• �.�:.� TEL: 631-477 8624 FAX: 631-477 2997 OWNER ALAN BRAVERMAN 3 2700 VANSTON RD. CUTCHOGUE. NY 11935 3 3637 U L IX A/m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 ::1 El / S W IW 3 S i� WE: 02/17/2005 SCALE: 1/4" = I'-0" WEST ELEVATION 9� PROPOSED WEST ELEVATION s SCALE: 1/4" = 1'-0° DWG, NAME 8g A - 7 ®zg DWG. NO Z PROPOSED Q ADDITIONS TO THE CC e m RESIDENCE 3 0 NASSAU PT a 0 9 ARCHITECT FRANK UELIENDAHL P.0.9OK 316 GREENPORT, NY 11944 4 TEL 631-477 8624 FAX: 631-477 2997 NEE � OWNER ALAN BRAVERMAN a 2700 VANSTON RD. CUTCHOGUE, NY 11935 -733 3637 R�® A9C w 2 ' 0 3 �a 09 LB DATE: 02/17/200s �z SCALE: 1/4° = I'-0° NORTH E E EVAT I O N I NORTH ELEVAOTION g SCALE: 1/4" = 1'4 DWG. NAME 8S A - 8 ®Z� DWG. NO PROPOSED ADDITIONS TO THE RaaR N ell ❑ W RESIDENCE F71 , , BEIM 2 0 , 3 „ 4 NASSAU PT Li Lio D 5 o ARCHITECT JE1 Jill III]111 1111,111111111111 kill 1111111111111111111111 FRANK UEIIENDAHL P.0.80X 316 GREENPORT, NY 11944 4 TEL 631-477 8624 FAX: 631-477 2997 NORTH ELEVATION 2ND FLOOR PLAN OWNER kAN BRAVERMAN 3 27GO VANSTON RD. CUTCHOGUE, NY 11935 TEL 917-733 3637 E � 2 9 MUD RDOMEDHM 1E:11 I �� O O ❑ `l LRW RDOM ❑ ❑ ❑ ❑ ® RRA ❑ ❑ o 0 m � o FM 0 SUN ROTI & DATE: 02/17/20°5 EAST ELEVATION 1ST FLOOR PLANK SCALE: 1/8 - ' ° 4 EXISTING FLOOR PIANS AND ELEVATIONS o. DWG. NAME A - 9 9 zj DWG. NO APROPOSED ADDITIONS TO THE ROOF RAFTER CONNECTION REQUIREMENTS ICE SHIED UNpERLAMENT W REQUIRED - 24• FROM EDGE WFCM TABLE 3.3 NEW ROOF HURRICANCUP E-- CONNECTOR UPLIFT LOAD: 626 LBS ALTERNATE AE POSITION OF TYPICAL. HURRICACONNECTOR LATERAL LOAD: 339 0RTO TOP PLATE AFTER SHEAR LOAD: 280 LBS E RCOMMON NAILS \ ($TOENAILEO REQUIRED IN EACH RAFTER AND TOP PLATE RAFTER / CEILING JOIST TO TOP PLATE DOUBLE TOP RESIDENCE LATERAL AND SHEAR CONNECTION PLA E 1-I/4" 20 CAGE STRAP 2 U 6 0 16' 0. PRONDE Bd AT O JACK POST NASSAU PT WFCM TABLE 3.3 A — PRESCRIPTIVE ALT. TO TABLE 3.3 — 8 FT WALL HEIGHT 51905 NAILS O o D.C.GE AT /B — Ba NAILS ( ) RAFTER TO STUD. - EXTERIOR EDGE OF ALL EACH NO - TYP. 5-8d COMMON NAILS (TOENAILED) REWIRED TYPICAL ALL RAFTERS SHEATHING. IN EACH RAFTER AND TOP PLATE of 1-1/"4'A 20 GAGGEE END 1-1/4. 20 CAGE STRAP W p 2ND FLOOR 8 - 8d NAILS 0" D.C. UPLIFT STRAP CONNECTION REQUIREMENT ALTERATION EA:END TO TOP OF RTOPO PLATE 5 -DEd NAILCAGE S O EACMP,SL t. EACH END - W. m 5100 - EACH END - TYP. ARCHITECT ROOF TO WALL SECTION A - MBR MAX. 48. O.C, ) FRANK uELLENOAHL WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN P.O.BOX 316 5-8d COMMON NAILS IN EACH END OF i= GREENPORT, NY 11944 1-1/4° X 20 GAGE STRAP TEL 631-477 8624 LYWOOD SHEATHING '� FAX: 631-477 2997 TO OER LAP BOX BEAM - TOP ♦ BOTTOM. UPLIFT STRAP CONNECTION REQUIREMENT 1 OWNER WALL TO WALL 2 . 4® 1B o.c 9 UD$ ALAN BRAVERMAN VERIFY IN THE FIELD WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN SIC 2700 E,N Y 11 35 5-8d COMMON NAILS IN EACH END Of COTEL- 917, NY 11937 I-1/4n X 20 GAGE STRAP AT PROPOSED DOOR WENINCS: DOOR OPENINGS _ TEL 917-733 3637 EXT'G ,E' STTRRAP m 48c OC. PED q� 1 ST FLOOR 5 - 8d COMMON NAILS f �.0 L Foi Q a EXT'G a ° 4 ° a w CRAWL SPACE SECTION ELEVATION CONNECTION REQUIREMENTS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH s � a O TRrD SILL PLATE o (( TOP OF FCUNDATION W ua ° ' PROPOSED WRAP + NAIL AROUND SILL AP ACNE r 10'<0 S 45 RECREATION RM AT ANCHOR BOLI , 1/4' M1DE - 20 GAGE / qq PROVIDE Bd NAILS ® b" O.C. AT PERIMETER INTERIOR METAL STRAP O 48 OC. METAL STRAP 0 48 OC. d.U S PORTIONS OF PANELS IN HIGH PRESSURE ZONES. 4 - Bd NAILS MAXIMUM. I NAIL SHEATHING TO SILL PLATE a NOTE a = 4 FT. IN ALL CASES r Be Nats m 4• D.C. < DATE: 02/17/2005 ° S 2 • 8 TREATED SILL PLANE ° SCALE: M� GABLE ROOFSPROPOSED (2) 15 RESARS ALUMINUM TERMITE FLASHING ° a a° °.v• °• ° SP 1d'<B-< 459 5/8• X I2• A.B. 0 48. OC. - ° CONNECTORS CRAWL SPACE 8 P.C.F(UNOARON FENDER WASHER. ° B- CONT. FTG. •/ °° a °° CRITICAL PATH ° Y 3K SECTION ELEVATION N COMPONENT AND CLADDINGS DWG. NAME PRESSURE ZONES HOLD DOWN + SHEAR CONNECTION CRITICAL PATH A -10 ®ZO OWG. NO Z FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - wFCM PROPOSED Q ADDITIONS Joint Description Nail Sizes Nal Spacing o TO THE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (Toe-pailed) - loll Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter Ceilin Joist to To plate T(e-nailed n/a per joist BETTER. Ceiling Joist to Parallel Ra ter Fo ednailed.) n/o each lop a Ceiling Joist Laps av r Partitions Face-nm ed) n/o each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8° Collar Tie to Rafter�Face-nai ed) ri per tie N MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( o -nailed 2 - 8d each end Rim Board to Rafter 6End-noied) 2 - 16d each end 3. ALL SUBFLOORINq TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4 MIN, THICKNESS. ALL EDGES OF WALL FRAMING m PLYWOOD TO BEE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac nailed) 2 - 16d per foot Top Plates at ntersection Face-nailed) 4 - 16d joints-Bach side � RESIDENCE Stud to Stud (Face-nailed• 2 - 16d 24 o.c. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Header to Header (Face-nailed) 16d 16° o.c. along edges NASSAU PT WITH DOUBLE UPRIGHTS, 9'-D" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - l6d per 2x6 stud o 2 - 16d per 2x8 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS o AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjaist or Blocking (Face-nailed) 2 - l6d per foot s 0 8'-0° O.C. MIN. PROVIDE 2" SPACE FOR AIR m ARCHITECT CIRCULATION IN ROOFS. FLOOR FRAMING FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist P.O.BoX 316 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to Joist Toe-nailed 2 - 8d each end - GREENPORT, NY n624 Blocking to Joist EToe-nailed 2 - 8d each end � TEL 631-417 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block FAX: 631-477 2997 Ledger Strip to Beam (Face-nailed) 3 - 16d each joistZE PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to earn (Toe-nailed) 3 - 8d per joist OWNER Band Joist to Joist End-nailed) 3 - 16d per mst 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Bond Joist to Sill or Tap Plate (Toe-nailed) 2 - 16d per loot ALAN BRAVERMAN WITH RATED GALVANIZED METAL CONNECTORS BY x 2700 vANBTON RD. "TECO" OR APPROVED EQUAL. ROOF SHEATHING CUTO}IOGUE, NY 11935 Sd 4" o.c. perimeter zone �P�EL78�HCy\ 37 Structural Panels A \_ other 6 o.c. edges of 1N•UEZ(FiGh%; 9. NAIUNG SCHEDULE SHALL BE AS PER THE N.Y.S. Panel, 12" o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel x SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal B 6 or 1 x 8 2 - 8d per support Sheathing „ ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1" x 6 " 1 z 10 or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels 7 / ig" fid 3" edge / 6" field L AND STUD WITH GALVANIZED HURRICANE TYPE 25 32'/ Sd 3° edge 6" field s CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR / TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE i z CUPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10� field g CONNECTIONS. Hardboard 8d 6" edge / 12° field Particleboard Panels Bid 6' edge / 12 field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing L3 PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6' or 1° x 8° 2 - 8d per support g S PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1° x 10 or wider 3 - 8d per support z HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR SHEATHING AS PER MANUFACTURERS RECOMMENDATIONS. WEB o STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 1" or less 8d 6° edge / 1?" field DATE: 02/17/2005 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than I° 10d 6" edge / 6 field W SCN E: NTS PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing ° t RECOMMENDATIONS. 1° x 6' or 1" x 8 2 - 8d per support Nailing Schedule 1" x 10 or wider 3 - 8d per support Framing Nates 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA Nailin requirements are based an wall sheathing nailed 6" on-center at the panel ed e. If wall sheathin is nailed ^ GALVANIZED MACHINE BOLTS 0 12" D.C.. 9 q 9 3° on-center at the panel edge to obtain higher shear capacities nailing requirements lar structural mem ers shall DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted toa CL A _ 11 be reduced to 1 - 1�d nail per foot. ©� DWG. NO