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30214-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31336 Date: 12/16/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 370 GOOSE CREEK LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 1 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 2, 2004 pursuant to which Building Permit No. 30214-Z dated APRIL 5, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5351 DATED 08/07/03 . The certificate is issued to JOSEPH F. & DONNA F. ST. PIERRE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2026013 09/08/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 i , 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: L 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 .l. 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. XI D New Construction: Old or Pre-existing Building: �, (check one) Locationof Property: 3 7 0 House No. Stre t T Hamlet Owner or Owners of Property: J CSS hGP� '»W d N t �T:: m_0 2 Suffolk County Tax Map No 1000, Section_�'yI I 8 Q Block OtX7 1 _Lot W(o Subdivision © 7 9 Filed Map. Lot: Permit No. 2 Z 2 Q -Date of Pennit. A — Applicant: \CSStZ •, Ayl n n ga Health Dept. Approval: Underwriters Approval: 2U Z. Ltd 1 3 Planning Board Approval ^_ _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ yo jAppli t Signatur�. Com 3 ) '133 6 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. 30214 Z Date APRIL 5 , 2004 Permission is hereby granted to : PIERRE JOSEPH & WF ST 4 SILVER AVE HUNTINGTON STA,NY 11746 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #5351 at premises located at 370 GOOSE CREEK LA SOUTHOLD County Tax Map No. 473889 Section 079 Block 0001 Lot No. 006 pursuant to application dated APRIL 2 , 2004 and approved by the Building Inspector to expire on OCTOBER 5, 2005 . Fee $ 150 . 00 1 Auth ri ed DRmovv ORIGINAL Rev. 5/8/02 O 11@PrJLc LrL3 PLffiffr��nr��nrrdJcP cJ� rJ cn rJ� rJ� ctr�n rJ� rJ�rPr n 5010 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 S40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 5 PLATINUM EAST ELECTRIC JOE ST PIERRE 5 5 145 MILL CRK DRIVE 370 GOOSE CREEK LANE 5 SOUTHHOLD, NY 11971, SOUTHOLD, NY 11971 5 5 5 Located at 370 GOOSE CREEK LANE SOUTHOLD, NY 11971 5 r5 5 C� Application Number: 2026013 Certificate Number: 2026013 Section: Block: Lot: Building Permit: BDC: nS11cI 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 5 5 Basement,First Floor,Outside, e� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the8th Day of 5 September,2005. 5 Name QTY Rate Rating Circuit Type C5 5 Appliances and Accessories 5 S Air Conditioner 1 0 42.000 BTU 5 5 Wiring and Devices 5 5 Outlet 12 0 Fixture 5 �5] Fixture 12 0 Incandescent 5 5 Outlet 15 0 General Purpose r5 5 Receptacle 10 0 General Purpose 5 5 Switch 9 0 General Purpose 5 5 Dimmers 2 0 5 SPaddle Fan 1 0 5 5 Receptacle 1 0 GFCI 5 5 Disconnect 1 0 60 amp Air Conditioner 5 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb C 5 Meters: I 5 seal I of I S 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 O rJ'ac.nrJ*L3PLL r n rJrsrsrJrss 111 11 1curl O APPEALS BOARD MEMBERS � �SUFFU(4-'49 y O Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road- Gerard P. Goehringer Go P.O. Box 1179 George Horning O w �e Southold, New York 11971-0959 Ruth D. OlivaO� ZBA Fax(631) 765-9064 Vincent Orlando Telephone (631)765-1809 http:/,Isoutholdtown.northfork.net BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD L1SAr+-. FINDINGS, DELIBERATIONS AND DETERMINATION t 1 MEETING OF AUGUST 7, 2003 SEPI Appl. No. 5351 - Joseoh and Donna St. Pierre Southold Town Clerk Property Location: 370 Goose Creek Lane, Southold; CTM #79-1-6 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 applicants' 16,835 sq. ft. parcel is a narrow, deep lot with 75 ft. in width along a private right-of-way and 239.95 feet in depth along the west side of the lot. The lot as frontage along Goose Creek and contains a bulkhead and separate retaining wall along the northerly shore front area. The lot is improved with a one-story frame dwelling, as shown on the March 26, 2003 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's April 4, 2003 Notice of Disapproval, citing Section 100-244B, in its denial of a building permit request to construct an addition to the existing dwelling with a single side yard at less than 10 feet and combined side yards at less than 25 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 24, 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: Applicants wish to construct an addition at the northeast corner of the existing dwelling. The setbacks are proposed at 8 feet from the side, and the combined side yards will be 14.6 feet, at its closest points. 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 30'8" x 20' addition is proposed at a 16' height to the top of the ridge, and will be for a dining room and family room behind the house. The design is aligned with the existing angle of the house, and the construction will increase the nonconformity to a total side yard of 14.6 feet, and Page 2-August 7, 21)vd Appl. No. 5351 -J. and D. St. Pierre 79.-1-6 at Southold single side yard will be reduced from 10.3 feet to 8 feet. This type of sunroom is typical in this creek-front neighborhood and will not change the character of the area. 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 lot has a narrow width of 75 feet and the house is sited at approximately 75 feet from the wood retaining wall, at its closest point. To locate the addition at the opposite side of the house would require substantial redesigning of the house, and the benefit of the views from the new addition would not be available unless it were placed at the north side, facing Goose Creek. The existing house was placed by previous owners parallel to the side yards, so even tough the addition is being built straight back from the existing foot print, the side yard setback is reduced because of the angles. 3. The relief granted herein is substantial because the required side yard setback is a 10 ft. reduction of the code requirement of 25 feet for combined side yards, although it is only a 2.2 ft. reduction of the existing nonconforming side yard total of 16.9 feet. The variance permits a total side yard of 14.6 feet. 4. The difficulty was self-created when an addition was planned and designed which did not conform to the current Town Code requirements. 5. No evidence has been submitted to suggest that the relief requested for a parcel in this waterfront community consisting of narrow lots will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, 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 Orlando, seconded by Member Oliva, and duly carried, to GRANT the variance requested, as shown on the survey dated March 26, 2003 prepared by Peconic Surveyors, P.C. 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, Page 3-August 7, 26w " Appl. No. 5351 -J. and D. St. Pierre 79.-1-6 at Southold setbacks and other features as are expressly ddressed in this action. Vote of the Board: Ayes: Members Tort a (C airw n), G ehri ger, Orlando, and Oliva. (Absent was Member Horning.) T s F;e oluti w s d a ted (4-0). Vi cent Orlan , Chairman Pro Tem 9/4/03 Approved for Filing R-J-W RRCHITECTURE, P.C. 45 North Village Avenue Architecture Rockville Centre, N.Y. 11570 Interior Design (516) 764$300 Planning (5 16) 764-0336 Fox Cost Management July 28, 2004 Southold Town Hall 53095 Main Road Southold,New York 11971 Attn: Mr. Gary J. Fish Building Inspector Code Enforcement Re: 370 Goose Creek Lane Southold, New York Building Permit#302142 Dear Mr. Fish: I, Robert J. Roble, R.A., on behalf of the owners of the premises known as 370 Goose Creek Lane., Southold, New York, petition the Town of Southold,Department of Buildings for inspection sign off for foundation wall and slab insulation in connection with the project referenced above. I, Robert J. Roble, R.A., certify that I am a Registered Architect, duly licensed to practice in the State of New York, license#019701, and that I am regularly engaged in the practice of Architecture. I certify that the subject foundation wall and slab has been designed by me, and has been installed to comply with the requirements of the New York State Residential Building & Energy Codes and the design criteria of the Town of Southold. In addition, upon my personal observation, the required Ridge to Rafter,Rafter to Top Stud and/or Plate, Stud to Bottom Plate and Foundation Anchors have been installed in accordance with the Approved Plans and comply with the requirements of the Residential Code of the State of New York and the design criteria of the Town Of Southold Aq� Gf' N1-" r^ U <u Ro J. Rob p O ' bIt TJ�V 4J 9�G/S7EF1��3 P 62004 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 -SUNY,Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444.0360 Erin M.Crotty Commissioner TIDAL WETLAND LETTER OF NQN-JUIUSDICTION November 26,2003 Donna&Joseph St. Pierre 4 Silver Avenue Huntington Station,NY 11746 ' Re: UPA#1-4738-0)102/00005 Facility- 370 Goose Creek Lane Southold SCTM#1000-79-1-6 Dear Donna & Joseph St. Pierre: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The referenced property landward of the bulkhead greater than 100 feet in length constructed prior to 8/20/77,as shown on the survey prepared by John T.Metzger last revised$/26/03 and eVidenced on the Aerographics Corp. aerial photograph#72-2024 dated 4/6/76;is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRRPart661) no permit is required under the Tidal Wetlands Act Please be advised, however, that,no construction,sedimentation,or disturbance of anykind may take place seaward of the tidalmetlands jurisdictional boundary,as indicated above,without apermit. It is your responstbi4tyto[ensure that, all necessary precautions are taken to prevent any sedimentation or other alteration'or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. inc' y, lin Wielan ermit Administrator.,. '* cc: BMHP ,r En-Consultant File i . f C TOWN OF SOUTHOLD PROPERTY RECORD CARD NI ' OWNER STREET �2VILLAGE DIST: SUB. LOT FORMER OWNER N E AC� (_ � A > - c �+ (� �• S W , ;, TYPE OF BUILDING } - GC. sJC n � Q.E CJ f, / � .- � ' t�__. !/�G . /Lf«a (�-�'.R er�C �,l t:: L• RES j SEAS. VL. FARM COMM. ` CB. MICS. ` Mkt. Value LAND IMP. TOTAL DATE REMARKS y �GO }2 � 7CC & 7cle YZ./YRne "L I Poo `74 —Irl ( e AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value i Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD MeadoWland DEPTH House Plot —� BULKHEAD Tota 1 DOCK 1 s x COLOR TRIM Lt9 fl � til I I F � - i 7-- + -- r f I l M. Bldg. a �; o = 7 �� �.1 J O — i + Extension 1 T �- - - Extension -7 �T- �_ Extension Foundation $ Bath ( Dinette Porch (Basement G Floors F K. / Porch !Ext. Walls _S j Interior Finish S _' LR. T Fire Place o. Heat DR. Breezeway �_� �� � _ /z-9 � � !Fire �- - N Garage a i ) (Type Roof Rcoms 1st Floor (1 ' GR. — Patiox v) (Recreation Room - Rooms 2nd Floor FIN. B O. B. !Dormer Driveway -- Total I Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release Id Data filename:C:\Program Files\Check\REScheck\St.Pierre PROJECT TTI'LE: St.Pierre Residence COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/25/03 PROJECT DESCRIPTION: One Story Addition 370 Goose Creek Lane Southold,New York DESIGNER/CONTRACTOR: RJW Architecture,PC 45 N.Village Ave. Rockville Centre,NY COMPLIANCE:Passes Maximum UA= 152 Your Home UA=151 0.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 614 38.0 0.0 18 Wall 1:Wood Frame, 16"o.c. 642 19.0 0.0 28 Window 1:Wood Frame:Double Pane with Low-E 85 0.330 28 Door 1:Glass 93 0.340 32 Floor 1: Slab-On-Grade:Heated 66 11.0 45 Insulation depth: 6.0' COMPLIANCE STATEMENT: The proposed building represe ent is consistent with the building plans, specifications,and other calculations submitted with ' s pe 1{ posed systems have been designed to meet the New York State Energy Conservation Construction Code stered Design Professional has stamped and signed this page,they are attesting at to the of his/h wledge ljpf, dip fessional judgment,such plans or specifications are in compliance rth Y J 0 Builder/Designer F ; , Jf0 0191Q),717 qFG 157 s Ft'd., *SOF SOpTy�* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [x FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: T DATE �' ! �3 INSPECTOR'S' / o ?- I 7, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND P<INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: o -t;-- DATE I � '�� b INSPECTOR L/�/ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE lO INSPECTOR 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE S D INSPECTOR `" j i } l FIELD INSPECTION REPORT DATE COMMENTS ( ` W � b ro FOUNDATION(IST) y ------------------------------------- FOUNDATION(2ND) � o ,S G i y Lam] ROUGH FRAMING& PLUMBING jai'�-�'� ... .O INSULATION PER N.Y. STATE ENERGY CODE a pS / FINAL 77 77 7 ADDITIONAL C y /4c'of, vt 8 1m m d •e � W d � � z e� 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 0,a � - Survey PERMIT NO. J Check Septic Form N.Y.S.D.E.C, Trustees Examined 20__y Contact:,_ Approved 20 1� Mail to: Joseph St. PiehAe Disapproved a/c 4 Si veA Avenue. Huntington St . _ Phone: Nein Vonk 117461 Expiran Building IrApector A PLICATION FOR BUILDING PERMIT Date Augurt 8, 2002 20 5 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..Feie according to schedule. b. F+ 2t plan showing location of lot and of buildings on premises,relationship to adjoining premisAW I jibec'2oets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Buildyng Permit. d. Upon approval of this application,the Builditlg'tnspector will issue a Building Permit&4he4plicant. Such apgrmit j shall be kept on the premises available for inspection throughout the work. L 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 demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,hu.,? g ode regulati an admit authorized inspectors on premises and in building for necessary inspections. (Si ture pplicant or name,if a corpor tion) 4 f-veA enue Hunfii.n it Sta. , NV 11746 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OwneA Name of owner of premises Joseph and Donna St. P.ime (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. 3C M P L* M A 9— Q Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 370 Goose CAeek Road (P)Li.vate Road) Southold, New Vonk House Number Street Hamlet County Tax Map No. 1000 Section 019 Block 1 Lot 6 Subdivision Bayview Filed Map No. Lot (Name) 2, State existing use and occupancy of premises and intended use and occupancy of proposed constpwtion: a. Existing use and occupancy PAivate nesidenee occupied bu owneA b. Intended use and occupancy Pkiva-te Ae6idenee occupied by owner 3. Nature of work (check which applicable): New Building Addition s Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost $31 ,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units one Number of dwelling units on each floor one If garage, number of cars one (exi,6tinal 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:, Front 56' 0" Rear 56' 0" Depth 26' 0" Height 16' 6" Number of Stories one Dimensions of same structure with alterations or additions: Front 5A ' 0" Rear 56' o" Depth 42' o" Height 16' 6" Number of Stories one 8. Dimensions of entire new construction: Front 30' 8" Rear 30' 8" Depth 20' 0" Height 16' 6" Number of Stories one 9. Size of lot: Front 75' Rear ?I' Depth 209' north/ 225' south , 10. Date o*Purchas'e'"ti Aug. 12. 1983 Name of Former Owner Matey Lou Austin 8 Linda MagneA 11. Zone or use district in which premises are situated Q]a5 10 P1tu e lj�. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO x 13. Will lot be re-graded? YES_NO_X__Will excess fill be removed from premises? YES _NO 14. Names efOwner ofpremises ] 0 1, et Droheo Address µ_ ,nt:Pnn 4 SiR.voA Ave. Phone No. 631-547-0543 Name of Architect Rim Anrh:tortuno Address Roehu C t#he, Phone No Name of Contractor Address raeu Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 ) Joys enh F. St. P-ime being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the auneh (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day ofg 20004 Notary Pdbtic gnature of AppliGant�— — FRANCINE WEISENSt1RGER Notary Public, State of New York No. 01 W E5081426 Cualified in Suffolk Count Commission Expires June 30, Y(0 R'1 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR TMS MAP AND COPIES THEREOF ONLY F SAID MAP COPIES BEAR THE IMPRESSED S OF THE SURVEYOR WHOSE SI URE APPEARS HEREON. • GREEK GOOSE • 16.32 � 1l,31 00 • E• N• nE Mrp �,rte'• � P� O �E n �. N 0r' S N `• `o.i � � �7D Q TF ,6 coma b \ R° 0 s �Q G fit. e3 SLI v \ N Q CA %3- f \ a o \ 0 0 c \ NO (� IL \ 320 fEVo r� 9 df AR 94 = 148W s¢ ft. to tie line °'` $� osr 15• "q P 2° Of • �'5 6,k1' R1GNt i 0• 2 SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SLFFOLK COUNTY, N. Y. 1000 - 79 - 01 - 06 SCALE: 1" = 30' MAR. 26, 2003 Aug. 2G 2003 (drywalls) Auy. 29, 2003 (s#t fence) Jude 23, 2004 (foundation) of NEW X JUN 2 4 { Y.S. LIC. NO. 49618 RV ORS, P.C. (6 5 - 5020 FAX (631) 765 - 1797 ffoo.� Zones From )firm P. 0. BOX 909 G S/ y� 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 EL EVAT/D.`L3 Ate REF_G2ENLE0 f0 N.GV,Q 03 - 138 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF TME NEW YORK STATE EDUCAT/ON LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CER 7iFICATIQNS HEREON ARE VALID FOR rMS MAP AND COPES THEREOF DAN-Y ,F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. GREEK 1 V OOH G 76,32 ap � 91'31,00 el is I ir ►N06 / N� 0 � Q� U P O, -Z 06 toot- Ff- M 12' s w h g2 7C 00 "r 0. AREA = 16,835 Sq ft t0 tie line Ot VI. O ,A9-20 � ti 5 6 20• SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000 - 79 - 01 - 06 SCALE 1" = 30` MAR. 26, 2003 Amy <e, 20o3 (gyrwells) A ,7 ZSI 11 0. / ) , _ 49619 EC016C SURVEYORS, P.C. (631) 765 - 5020 FAX (631) 765 - 1797 P. O. BOX 909 1230 TRAVELER STREET v 3(ory CvIGI� G erg4� 16 SOUTHOLD, N.Y. 11971 .EC EPA71OAV 42G •E'liL2 gNGE0 YO N.0 ✓,Q. n q t'?' NAILING & CONNECTIONS REQUIRED. COMPLY WITH ALL CODES OF NEW YORK STATE& TOWN CODES APPROVEr' AS NOTED AS REQUIRED AND CONDITIONS OF DATE: B r u =L_ SOUTHOLD TOM ZBALLIA �--�y�� SOUTHOLD TOWN PLANNING BOARD FEE:; �� BN iJ-I:Y��_ NOTIFY BUILDING DEPARTMENT AT _ SOUTHOLD TOWN TRUSTEES 765-1802 8 AM TO 4 PM FOR THE N.Y.S.DEC FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED - FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING *T� 3. INSULATION FLOOD ZONE 4. FINAL - CONSTRUCTION MUST COMPLY WITH CHAP R-46- BE COMPLETE FOR C.O. PLUMBING FLOOD DAMAGE PREVENTION ALL CONSTRUCTION SHALL MEET THE ALL PLUMBING WASTE SOUTHOLD TOWN CODE. YORKREQUSTATE. OF RESPTHE ONSIBLEES NEW YORK STATE. NOT RESPONSIBLE FOR & WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS, TESTING BEFORE COVERING DO NOT PROCEED WITH FRAMING UNTIL SURVEY ALL CONSTRUCTION SHALL OF FOUNDATION LOCATION MEET THE REQUIREMENTS OF THE /'� RETAIN STORM WATER RUNOFF HAS BEEN APPROVED. CODES OF NEW YORK STATE. L PURSUANT TO SECTION 45-1 OC OF THE TOWN CODE. 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' ?3iiiAE9HAi'�Ai:91gy1,.'9�i:A!!�!!Ri% i�i �i= iE;i • C:00, tu4 jg", 9 51Ii IMA 8300: : Project: 4-4 I F---- rawing Belle: Y- — i �P.�-J o-1G�t � - `--- _ _ � � I I _ --. . - ' _ - -. _ ! -- - - Fla•� . I�,� �I�F; 4IEl-E1G(w t7fGid M r I-�G4.1 Zk S CfLri Jo I� L( y r 1' u 1 Ifo' s I /4 I _ - _ - �_ _ _ - . . _ ,� _ - - ni , Y Ire y:" , �( i.. ."� .r -. ,irrpoll ri , ffil !' it �_ I. u '. h u r t ore an ton eci ns res. m. ., . .,. ._._., L - omm" 11. The Steel work shall be tlioroaghly pl robed t ro g qa perm enc n o a ma 4 All adjacent work acid materials shall be ptotectedbyth' H g ' t soiling And�daroage � , ',. ' , � econtractotiV atns� �,. , „ 4: Bottom of all exterior footings shall be a minimum of 4-0 below adjoining rade. during the painting,or finishing operation and hashall therefore be solei responsible for $ J $ $ All steel construction shall be ad uatel 'braced at all limes to maintain position and alignment Y Po 1. The General Contractor shall be to havev[siCedthe slte•aad premises.and to,havewmpared 12. adequately Po $ '" ' $ �' restoring,in any way, [hose ansa and materials adversely affected by his work. ,�" � �- ' samewi0t;the grawings'and,specifications,and,to have satisfied themselves with,the existing 5. Reinforcing bars shall be intermediate grade;new billet steel, deformed as per ASTM A15-66 and , .=1. , against all wind stresses and all other vibrations. w 5. All materials shall be delivered to t g l J cod�itions,;befote submitting their bid,and shall assume fUll:responsibility therefore. Any :I'�, ASTM A305-65. Basic, esign stress 24,000'"psi. 'All bars shall be'securely held in proper a i tale b u eans of calibre ed wrenches or tunr-of.the-nut method the unbroken ori inal containers bearing ,i a ,6d ]3. High strength bolts shall be installed d y r k manufacturer's name'and s tfieations• AII'materiala shall be'stored and mixed as required) in a ' I diedrepancles�foand between the actual conditions and information,given on the drawings shall be position while placing concrete. If r#quited,additional"bars or stirrups,shall be�rovided by the n accordance ith the provisions in the specifications for Structural Joints using ASTM A-325 ( I #mmediatel reported to the Architect and no work, so affected shall proceed without instructions ',� contractor to furpish 'su rt of all bars. Provide at wall intersections.' i w P $ cecautionsjob site store roomdesignatedin gnated for such purpose. Contractor to take all necessary from'the Architect. 1 ' I t Woven w' esti all be cold drawn and have a minimum ultimate[ensile strength of 70 000 - CARFi IRR , ., l • . .�-- �___- r - I _ A,,,,� _."� . . - I agentutions to ensure fire safety in conformity with controlling ordinances and owner's insurance Y Po P support bolts latest edition 1 t. 6. Wo n ,irem shall ran $ , 2. The contract drawings indicate the extent and general arrangement of the systems. If any P.S.l. 1. All structural lumber shall be West Coast Hemlock Const. grade fs=1400 PSI as indicated on , f u departbreafrom the contract drawings are deemed necessary by the Contractor,due to conflict, J` r tans. Grade markbd prior to site. I 6. Start of work by applicatorwill constitute his acceptance of the receiving surfaces and,since this with,ap applicable codes and the best,practices of the trade, the details of such departures and the r 7. Concrete exposed to action of freezing weather shall be designedwith entrained air. P contractor shall be held solely responsible far the quality and end result of his work, he shall' reason therefore shall be submitted as soon as,possible to the Architect for approval. No such 2 Woodbeams shall be brid ed with 1 t/4" x 3" wood brid in 8'-0" o.c. See detail. advise the architect in writing of any conditions that would in his judgment adversely affect his I departures shall be made without prior written"approval,of the architect., 8. 114o backfill to be placed until upper walls and floors are in place. $ $ $ work. He shall not proceed until conthtions have liven rectified or he has been directed by the 1 �'' ' 3. Beams,shall be doubled under all parallel partitions. architect in writing to proceed. All work specified herein must be installed'in full accordance with the requirements of all local 9. Concrete shall be,produced from',batch plans approved by die Commissioner based on previously and ovennmental de ailments havingjurisdiction over these matters as well as with an accepted mix'desi ns and resuhi gin mixes of strength specified. - A minimum of 2" stiall maintained between all wood joints and beams adjacent to chimneys, 7. Paint and slain shall be predetermined on the basis of apliroved samples. All finishing, painting or ', quirements of the p' J Y, g a 4 mi m be m e J J Y coating shall be completed to the'satisfaction of the architect. ' re $ � ' � Naliotial Board�( Fire Underwriters, National Electric Code, or�simila( . � ` .-� '" ' -- wood flooring shall be, kept 1/2'from chimney. � - - r � i approvals;permits inspections, etc., before;commencing any work as to avoid all delays during;' { 10.__r''Concrete to be 3000 P.S.I.'@ 28 days. 5.75 bogs'cement/cu. yd:cone. 7 1/2 gallons water/94lbs. 1 constroct" n and.he shalt turn over Ore official records'of the granting of rtnits to the Owner. I' - 'sack of cement-'unless otherwise specified. II to beams sh 1 rest on a roved t e bridle irons. 8. All rubish, waste or surplus material shall be removed from (line to time,and all woodwork, i !o $ $ Lx r 5. A it al pp yp hardware, floors or adjacent work shall be cleaned, I This,shall Ne(done without additional cost to the owner. . " I' 17. Three (3) test cylinders shall be provided for each 50 cu. yds. or fraction thereof in any one days G. '$ xceed 7 3/4" acid treads shall not be less than 9,1/2" exclusive of nosing. Het ht of riser shall note _- 9. All glass throughout the building shall have all paint and varnish spots and brush marks removed, '.' 3.' . Any Wrrigbf work specified herein acid/or shown on the drawings•which conflict with II. placing. - aforementioned rules, re ulations,and re uirement, shall be referred to the Architect for decision. 7. The sum f two 2 riser plus one l tread exclusive of nosing shall not be less than 24'" nor and upon completion of the painting work,all glass that is scratched or damaged by the painter's $ ` q i:" 12' Ezteriorfoundaiion walls shall,receive 2 coats of an approved mastic asphalt waterproofing and o O s p" � ) $ work or while cleaning of the paint from the glass shall be replaced at the contractor's expense. ' 4. The work shall Hot be deemed to have reached a state of completion until the certificate hen 251/2", Hardware slid aO!gr.,urtPaintedmet .1 s a 1>ecleaned...... ., „ _.., •• ,_.,-',.{ more t p shave felts applied with,a trowel''-to rile bottom of footings. surfaces shall been delivered. ,�, 8. Top of handrail shall be 2'-6" above top edge of risers and 2'-6" above landings measured PLUMBING NOTES / 13. All:concrete walks and steps shall have a slip resistant'surface. vertically. ' 5, + Each contractor shall be held responsible for and be required to make good at his own 9xpense 16 "' 1. All lumbin shall be in ac o da ice it ,-;; ;, any And all'dama a done to the Owner's and neighbor's property,as well as public utilities or . { 14: .Deslgq, materials and methods of construction shall comply with the building code requirements g, All bearing,partition and I br, rated partition shall be 2" x 4" studsl6" o.c. 5/8",sheetrock both $ ' plumbing accordance i with the local Building Construction Code. 'p s p rt y y k workmen during ,_ or,reinforced concrete ACI318-63, of the American Concrete Institute., sides. All other partitions shall be 2" x 3" studs 16" o.c. I/2"sheetrock on both sides. 2. The entracte ' g 1 mauler al' rope s And/or an work contract, which is b his work of ria f C r shall obtain all permits, approvals,affidavits, certifications, etc. and pay all fees as the execution ids contract. required b itis local authorities, 1, I �, j5 QroUnd'f1oor;alabe+stknlibe 4" thick concrete reinforced with 66,-1010,wwm unless otherwise 10. Provide all blocking and cut outs as required for medicine cabinets,access doors, plumbing Y . �,,& `,Each Coptractor shall, atall times keep the premises free from accumulation of waste material or Hied 4ith polyethyl ene•vaporbarfiier. Pmvide'expansion joints at all,walls and Column breaks. fixtures etc. Verify with',,Architect filer to start of work. rubbish'caused'by his work. On completion.of[Iris work,all rubbish and unusedmaterial,sliall be t ' i "A P 3. All work shall be in accordance with all local laws and regulations and in strict accordance with the removed and the remises leftbroo• ,clean. ' '� ``.i , .fig ,beEemf32r iIPYf hIq,wwroexcetas'notedonthe lana _ __- _ -- lis Provide fire ratedceili 'over boiler, National Cod NYS Fire Prevent ion and Building Code,' "-,''J', P m 1 a and the ,A6= w. " pg _ MASONRY ( 1 4. The,Contractor shall remove, relocate and reconnect all fixtures as directed and resent an Unused' `.i 7.;i ', . Upon completion of all work, the Contractor shall remove from the site all debris'resuldn;from 1 12. Pre-Fabrication: Wood I Beams as manufactured by Georgia-Pacific Corporation. Pre,-fabricated fixtures to the Owner. P y' the building operation-and;hall leave the entire site in a neat, clean and acceptable condition, 1. There stiall be no chases or recesses in 8"-walls. I Wood 1 Beams to be installed in stria[compliance with manufacturer's written specifications. n ',,, - Provide all,accessories as required for a complete installation. 5. All new fixtures to be selected b the owner. I , 1' "I `8. ' , The Contractors shall guarantee all work installed under the contracts,from a period of one(1) „ J Y 1F' ear from date ofcom rletion, as evidenced b the date of the final certificate, unles far a longer 2,, '1YIasoDly walls shall lie properly ancdtored, Y 1 Y s $ Q. The carpentry cotitractor'sliall be responsible to the level of all floors, sills,etc. and plumbing of 6. Provide all final connections, etc, to all fixtures,cases, equipment, etc, period as called for in'the sections of Oie•specifications• 3: Provide three (3) brick courses uiider all tiers of joists with wire lath and cementplaster.' all walls,jambs,etc.1 ; 1 i11 I9. .'The .Architect has Hot been retained for supervision,and therefore does not assume responsibility' ` '� ' 1' 14. All exterior sheathin' stiall be exterior rade as per tans with light joints. � ._ j' , �t11field Documents b the Owner1-6 , Contra a lie filled Withdbobmbustiarallel to'wia112 .minimum clearance shall be _ . $ g P P H.V.A.C. NOTES Sulrcontraetors�anges made to the Contract, y clot or , Where floor beams run pale material fotfpll dspth of full beams. maintained and space shell y IS Roof coverings shall be class "A" or "B" as per code. ,, , �, k g- ; 1. The Contractor shall submit drawings,and specifications as required by the local authorities and the - _ 'r ,5. . StandIa_rd S cations � r Architect showing the proposed duct laybut, sizes, piping, connections, insulation, etc. in accordance' 1 10. The Contractorshallth be Building Dep for obtaining a Certificate of Occupancy or Certificate of 16. All pipe spaces andfurred out spaces shall be fire stopped at each floor level. with all local rules and regulations anspecified t e t Compleuon;irom the Building Department upon completion of his work. 1 . a•, Cement(either white or gray„nett staining) shall wnform to Federal Specifications SS-C- g d as by h latest edition of the National Fire Protection t ,- ,,.-.-�.....r F--',,,m».�, . i->":.,a-s,..: -c. r,rr- !,..,.1. 5 e.z , .,:. x,��- , � ., ., f,,, yVe ., ASSOCIatIOn. 1 " b: Lints sballebelli drated add;cmttfurm to there uirements of ASTM C-6-04 and/or Federal �q` q g a �I , • q „d to form au of ect/ve draft barrier - T ", __mm_ _ '' 11: ;; The contractor shall indemnify and 'Hold Harmless both the Owner and Alchtteclagainsball ! ',' Y , 9 -'"7N$ L I°UPisJ? a moire a4 f 1S;1b ,T 5 canons SS,�L-151 � T 17 2• All kitchen exhaust duct systems shall be installed as per the latest edition of the National Fire claims,,suits damages and'judgments, including counsel feet;and disbursements incurred m �', l Y1Pe + Protection Association publication "Vapor Removal from Cgokin " ui meat". efensedf an ,action,to•Wmch'the Owner or die Architect may be subjected or which the ma C. Sand shall be of,an;aeceptabl 9olgr and'shall conform to the requirements.af ASTM'C 1. Batt-type insulation shall:be installed with overlapping inside vapor>barrier coverings in strict P P° g Lq p . 6.Id: Y y 1 Y' y 144-44 and shall grade evGnljy and uniformly between the following limits: d ' h manufacturers directions to achieve maximum, and vapor-homer continuity. suffer b reason of 9Ay'irijury to person or subcontractors,a ents oromployees, in pC[I'ormanee"of error with 3. The Contractor shall obtain all permits,approvals, affidavits certificates,etc. as required Ihawoiyy 'or arisin out of work performed hereunder,inclu gin ,the identification and removallot. "., (1.)'„1:'Sieve No.4 "' l g- � y k, g p d gIn wails, shall be secured to studs. In ceilings, bolts shall be aid i'n over ceilin material, 1� PP c q b the local any and all asbestos or asbestos'composition material', (2.), '$leve j 1°';8'- b f 0% authorities and Fire Underwriters and a all fees for such. (3.) Sieve No.';100 95-9S% except that fbr.inclined'planes,the top of each roll section shall be carefully secured.to prevent pay I any slippage or break in insulating and vapor barrier caq'tinuity. 4. The Contractor shall provide new heating system to maintain a constant 70 degree(F) indoor 12. ',In the event.fhdt asbestos or asbestos materials are encountered, itis contractor shall arrange to 'Y ' 6. � 'steej 'rel or'cement. For 411 free staaidln tnasonr walls, shall.be'widest ssible standard units ,' " " „ n temperature inside when the outdoor temperature is 0 degrees(F) with a 30 mph wind. - `:have'the premisog inspected by a licensed inspector, to,properly identify the materials and to file a refit eve fll wall'thickne thickness OfTu11'Jen Sh'pieces, abricated'cornersecti ns as manufactured 2, Masonry Walls insulation - 2 x 8,x 1 1/2 thick panels of Styrofoam type SM as removal lan'for roval b the munici alit . ALI'work to be eifornied in accordance wi all l` t $ p P q re 1 manufactured by Dow Chemical Company;or the approved equryalent;to be installed with �1 „ Wall,Ca on theappttlivedequtvalent t p of?P Y p y P wit, 'b ,the par l I y fiatjatyatfdnekticrruynental;a p, cy cntgrja', � �m y bonding adhesive Dow General Purpose Mastic No, 11 1 7. " ,.'aceB ck; • :I; ": ` I " '" i ELE I fk ;: :, „ „' S n o n joints or umfilled CFRICAL NOTES All insulationshalibe,asti tight andcontinuousaaposalblewttit•pb, pe J 1. The i :: : ', 4 r: ;; , ,", _1, i, 11 t, .'" .'' " a. Alhex sed face bock ghah'be'selectetlb , 'itis Architeck - �-',r 3• $ $ Contractor shall obtain all permits,approvals,affidavits, certificates, etc, and ay all fees as s , po edf Y. �" P +3t' ' Tr , A r Otorr all til e,Q ustial and proper piecaAliona to prevem' deals or In uty,fo all', ,.,i, -tb. Diem stiall submit s L i els cootainin 'the'full col :raft e'for Arrchitect's . spaces: ` required by the local authorities and the Fire Underwriters. '' 'n' er tq' ro rt about or d'acent to remises whore wo' iiP, r. , emir Q,L?nn g or .. $ t rk is be€n6 petfornted, i rsons -arid'any da ` 1? Pe Y a J . p td . T $ li..,vel in, 1 ce at all times all usual ro r, necessa and i aired dao er s1 ns,. 4. Insulation material shall be.acribed and fitted-to alYother surfaces that'may interni prior project 2, All work shall be in strict accordance with all local laws and regulations and the National Electrical p and eXectaI keep P a, P Pe rY e9 $ $ -':' "` through the insulation la er. safeguards;fenoing tltl barricades. ' 8 Z31ock amts'siiall be laid clean anti drry;'w11tt bonding as shown,, m,tjeat uniform;Workmanlike, $ y Code. 1 f f Clasgrrlanner "jv, "s t Mutual Class, Fire Ratio and Underwriters ecifications shall overn all woYk.' 2, ;' ',The Contractor shall carefully'study'all drawings to fully determine the extent of the demghtioni. 5. Fac ory M t a g Sp $ 1 3. All new fixtures shall be as selected by the owner, i work required in the existing building and the effect of such work on the existi constroction 'nts",sball be uniform 3%8"' clean tight k q $ $ pg 9 ., jor 4,[luckw' flush shoved ead,neatiytlinde, .' IDh h 8. �:' G. Mawmum size units to be used-throw hout to'hold oints in insulation work [o an irreducible i ',i� - . ale I tgand services" ; .struck£utsh,, ';; I ., $ J 4. The Contractor shall obtain Fire Underwriters Certification upon completion of his work.' , 1 16, r TITLl , minimum: - I . 3. The Contractor shall provide all protection and safeguard by good construction practice from the 10. ,TFra'ctional 'udits:ma be,Use' ' nl wlaerewholeunit zaltnoflieft ` 'h` ki ill not be - 1 I tart of work until its completion and'ecce tanceb the Owner-and Architect. Y Y s fled , to ng w . $ P P Y T _ permlttad '" 7. AllJointsmust"be fully buttered,and sealed. 4. The Contractor stiall assume full responsibility for materials, structural elements;metitgds;'Yiming, 14. Sunt in work inc1udas seltifi all ah"clhors;ez elision joints loose bearing plates,door bucks d 8• All adhesive applications-of insulation to be in strict accordance with manufacturers I #, g . ll J $P , an 11_ cc mendations _ - 11 di ,'m accesq is 8ucframe&; louvers or grilles,flash rk sasebuender ui Ment, curbin and l M. . . . 4. -„ < . ,. _ _ __:' .,..,-,_,,, t sequence and safety of life property. anchors eq p g ,' gg g Arot n P pe (s'and i .getneraF..wJi any wo to n rporated into itis masotuy D-^- _ 5, , The" Contractor shall provide all shoring and bracing as necessary and as required by the local E part of Oris;dfrucmro "I authorities'having jurisdiction. No shoring or bracing shall be removed until all"new structural l , Deliver to the job site in original packages, bearing manufacturers name. Keep materials flat, elements are,properly set in place and secured and the actual transfer of load has gradually J2. .. Coordinate+vjth Plumbttf 'HVACaIsd Electrical trades and ascertain all re uiremenls that mi ht under cover and out of contact with damp surfaces until ready for use. Gold Bond(National q $ � Gypsum Co.); U. S. Gypsum Co.,Donn products, approved by Architect. I' iI I occurred. 1 . affeel masonry,,woI bef11 itre;ptgceeding : I , 16.' The Contractor shall provide all scaffolding, barricades,etc. as required by fhb Job conditions and 1. 13. ''Lao m o 'to be laid infitiezin eatlierexce t when work is full refected from freezing for 1, 2. Gypsum wallboard:`U,S. Gypsum Co.'s I Firecode or regular as shown on the drawings called for,. ;, P , . $w P $ Y P $ naxinium7engths. the local authori'tiea., tn!mmum.o„fforty-ei ht continuous $ Re B Panels in thickness shown in r p ui on: Date,(, ;_ after proceeding. -' - „ __.. - - _ ". . ,, with regular red edged --- 1. 7., The Contractor shall remove and relocate all equipment and fumishiags as required by jot: 14r,,, „All exposed'returns sre to match and; ` nlinue face bond:. 3. Screws: Self-drilling,cadmium plated, 1-1/2" length. v ,' iu s, t 'k rJ I, Yt it t,'"x£' :a„� 7 a,1¢x'r, 3tZ'. �y ..rc,'�^"15 , :,;,,, rected'by the Architect and ieconnectto9nsure proper operation,, ;: , , , _' - Casio sad Stands Ivanized steel of shapes add sizes as r uired. "'' ` f� conditions and as di 4, g b" rd galvanized Pe e9 l�f�l'IG 1} ', 15. Masonry ties,,,Where,headers do not provide equivalent wall bond, metal ties shall be furnished yrs $ :All plumbing,,gas and electrical connections to lie removed shall be safely capped below the floor every 4 eq,.ft. of.surface. „ I ; ' ]eve l. ....''.1 ., . . . __ I I. 5. Corner bead; Standard galvanized steel, 1" and 1-t/4 flanges. f tA? ` ; ` 1 Ap * 16. .Provide pur.O--Wall reinforcement,not less than evgry other horizontal bed joint of all free- reel applied with countersunk flat head sheet fCrl6k•t3 a6 rll " ' .E t�ie1S I6+7G4'ig33g 9 The demolition contractor shall be responsible to secure all necessary permits and Approvals as, 6. Steel molding strip: Standard 20 gauge galvanizeds pp e -w-,1111, .0 my 1!T 3y,,4 , rtk!rWc !.alit) anti utility C°in agwPa a,,;,'-,� ,_ . ''Fl__.,, PP. .,� ,, me r j Mt of �derth ,p;_. ,, `,. RES AND.pROPE 1 ,'�, sutfaeea vbr 1_ _ O # ', I tel se ewe. ndard sUm wallboard coin ounds'and 'oil Project: STRUCTURES TY gldI .clean I illi 1' 7. Joint treatment Sia join( " M_ ,.�n;; vten(Parts WaterNeutraliuwith , gyP_ P J tape. Ik0 ECTION. 'F ST R mild elution of murinblc Acid one '1 rt of se 1 Eiti•cute work to insure adjacent property against damages,which might occur from Jailing dibris STRUCTURAL STE1 L & Accessories: Jamb and other clips, splice plates, etc. I er''othur:cltuso;do not interfere with use of adjacent building(s); maintain free, safe passage 10 Was 1 All stritgmral',steel shall conform to tho A 1 S.C. specification for'the design,fabrication and 9. Adhesives: Standard laminated adhesives for sum wallboard. i i fmin,seine. $YP h erection of structural steel for Buildings latest edition,ASTM A-36, 12 Take precautions to' u"' against movement or settlement of adjacent,building(s);provide.and 10. ' Follow manufacturer's instructions for first class workmanship in all respects covering installation P' aci ri ia nnection therewith' be res nsible for safety, :_ 2. All"shall have�full"bearin on hates. bracing she n necessary orproperco l P° Y - __g p - - of all steel framing, and gypaum,wallboard materials and components, including preparation, 1 place bra rigor ri $ rY su of uehbuildid s);be,liable for any'such movement or settlement, any damage or injury IayouC;alignment, use of power fools, sequence of erection, types'and spacing of fasteners, eieb or resulting therefrom. If sten bine safe of an adjacent'building(s)s) )pears stee I beam's testin" on hors and bearin lates of . pP9 ty' Y J @( B u calls& th Y $ Y aapp ars to . 3. All meso ry ahailhave stairdard government,anc g p applications of tape;joint coitipound, tapiug;compoundsnd fitting tape all joints, screw holes, nail be'endan Bred, cease operations;notify';Arch!tect, take,precautions to support such bullding(s);do . sizes'as s".n. ' a holes:successive application of spackling compound,with sanding to achieve a smooth, level true i g not resume,operations until permission has been granfed by the Building'DepattHlenk If . surface, without waves,dimples or other defects, ready for painting: Drawing rine: Archi cteot or'De" rtment considers additional'bracing or sharing necessary toWegYtard, A Liatela shrill have full 5" &'bearing each'end, Provide bearing plates as indicated on plan, *' r D'f55 ve ae for settlemertt install bracing or shoring upon Arohitact?s orDepartmenfa 11. Gypsum wallboard materials to be mounted by adhesion to foam board insulation, stiall be • f,r I', -, .prevent'anCb�mo. m,n g. P° - '. : - to Comply 'with such'grdeysuoh bracing, sharing may be placed ,, , 5. All,['rep pitsshall'have checkered steely plate'cover set in angle iron framisYlush with floor:.',' instal#ed usin "Dow" Generdl Purpose Mastic No.i I, in'strict accordance with manufacturer's order; tf,cbntraetor falls c mPiY . �`' ° - by,Engineering or Department,at contractor's,.expeose. ' w'; r recommendations for best results,includitig the use,of.maxi,mum length gypsum panels. '1 6 Ail stmeturai'gteel, bolted and welded connections shall be in'accorrlartce\with the local BuildingI l' r set Code. the+latest':editions and r i'sloms of the A'•I.S.C.:code for A-36 Steel,American Welding' q d furring,telae 22: a e minimum cold rolled, electro-galvanizedsteel of 8! Ca, indicated. , ` 3• ' Toke,precautions to guard against movement, Settilement,or colapse of any sidewalk o str , " ap41 _ e9.,: 12 _.,,_S.l 4iSp , w;w,_g a ,,.;$4,P. ., m,.,:.,a,, _- _.. passages adjoining propeq.The contractor shall be liable any suclumovement,settlement or SariCty Code.and A5TM Speeificattoms. . cpllapse; repair promptly when so ordered. � 7 All steel shall'' be delivered,with a siloppleos[oP polo[. .Shop paint shall bean approved iron oxide PAINTING Date: on or off' remises comalning not less than 65% of aesilor6xide-or iron or a red lead pigment; such as SECO.N2319' I 1 I surfaces, exce C w ere.wood elfin masonry, simulated masonry,Viceramic tile;etc. arra to • 4 kapair damage done'[°Owner's property or any other person or personsP or Rust-01'eum 6768 are equal, lied'iin'apeordaitce With Allp eso of uired work 9 oPP manufacturers recommendations to a be applied shall receive three(3)cats.pf"Benjamin Moore" se g pa g1. (e _.. •, 1 . _rpinimum.of,2,mrts, thickness. surfaces to remain shall receive two 2 coats of same: Colors to be setas enamel int. xi a o `y Scare: �,, s .., we , , ,P. I h mi- to . 66 ectedbytheowner• ,,i »y ✓. 90° I eldTouchm " in , _ `' 11i s ft. s 6'ect to building ins'inspectors a roval 8 I p Qainbshall lie the sprue as theshop.paint specified above. 2. All wood trim and beam casings to receive stain shall be as manufactured by Cabot Soil value assumed at2,t6op per, q• u„j PC PP t, g mmendati ns. Colorst 'be selected b the owner. 5 R W Drawning r ;. ,' , :r , ', ,i..li ee'withtfie:manulacmrer's'reao 0 o Y m weld shall bexa able, r strict accordance sfoudahon tars' anti'foundationw,atls,shallbetnspected by9'. , ,,A,1,1 sh'opapd.fieldweldingshatl'beperlf9„pedbyceted'wedersanJ,Any P f a 1 2 '„;" C1ie'soOdlrectkyunderlying,fooun$ , R. P e t:of offolflllin alltesnng regill iso dlered,at the discrenonof the Architect or Engineer dui shin to be'a lied o properly rly reared surfaces,freePf dirt cease,foreign' f e ' . ' '•,, I e r ah tent or- n ineCx after excavation and'priortoconstroctibn of footings,,Th De j,' ,, . ,., " 3. painting an f [ , $ PP S p Po prepared $ (tet „ c•h Ar - $ ^' report 'If such.:. , subs ces and Treb o surface,def' ts. Ail sorfseesforfinish shAll.be.com betel dry,with each ° 1 ': ., ,; $till t a, ha lhbenattified-2.workingdays nor toconstrue4onpffootings.lzllgpo J detects. P. Y 'r d tig.,S , "'..' O'll "dbbanil '(aka for reaali011s 0f tiaams,notmans,Pon'Mellon sbtfeners;aad.gaskets tan u d cure: p• wi the De t. of Buildin s b the Atgiti ct td, ;+ . . ecR9 g p, #, ., o .de to conditionafomld shall ire filed. ,th p 1►. Y, tM s!tgareding slink aPtdled aftcr,the'precedmg one has be?npllowerl,M therey dfjr a!! ..tiagivsf .-3 ;i , ab ,. _ •�., : _� - - - u .,�, _ _ aa,,..,�., wJn ,iW - _- - 4,N.:;�.d'm ..,c.,.'r, v.u, " . , .�`r:,. .. ¢ _ i '..I, :..Y f it - 6 = J I I . 000001111011 : v __ _ i.-,- M 1 , is r �. r - - -, - ii i ' • '.. ` t r n�51GN LOAl2 SCHN UU 5r15W-aR0122-CATffA C M&f FOR MfAOfV OW Adz 1w-FAMLY DWELLIW6 R00F LL + M FRSE FLOOR LL + M %CONl7 FLOOR LL + M Q371W%M LOMS-45 Q OO OO 0 MAIM&& MAt ft5 MAIM&5 LK LOADS ROOMS-40 W5 PER SOff. A%Kf%IN0.E5 235 2 X 8, 10, 12" WV JOIST 3.0 2 X 8, 10, 12" WV J015f 3.0 BED ROOMS-301.85 PER SQPf, AfX-201.65 PER 50ff. 1/21, FLYWV 2.0 5/41, MYWV 3.0 3/4" PLYWV 3.0 5rA15-40L05MR5Off{300L05MR456MN) 2 X 10 RIM 5,0 PINI91 FLR'G 1.0 I'm PLR'G 1,0 ROOF A5%M 9 e5-4" MR POOr 4ql IX55 4EN 12" PER FOOT-16 W5 PER 501f, e 2 X 6, 10, 12 W fERS 3.0 aLING A5%WLY 1.0 CELWG A55ENKY I.0 y� Qy WALM Mr-aLL,Ad'0U5 0 MISLE!LArat5 1,0 WGLLWab 1.0 I InG AV 0AV 5 fOfA.MAP WAV 995 f0K DEAD LOM 1010 f0%DEAD LOM 10.0 � � 0 115E 10.0 ROOFR LTLM E 5-tO W S-15165 PER SOff. PLOOR AFf,EMBLA=s-IO L85 PER 50ff, SNOW LOM 5M aVRr R 5015 LL A5 PER MV'G 40.0 LL A5 PER WO 40,0 GONX.CODE W5 BILDItJG com CONST.CODE CONST.CODE WNP LOM 5M aM R 301,2(1) rorA LOM 50.0 rorAL LOW 50,0 WINP 5MW - 120 MPH WALLS COLI R00F5 CONsf,GODS W5 MLDING coDE e< 100 FAST Mtf WW FEED 100 MPH 355 % -Af - 120 MPH a EXPOSuM CA,EGORt'-07050 8 1 _ GLA OW PM55M ZOW COMvatNf5 FOR ROOF H:kM 30 Ff N W05 B 8 ROOF WfN50f045DE=5 O O O ® 02 O 3 3 ZOW I -10 50K - +19,9 -20,9 2 � 2 ZOd'. 2-10 50Pf.- +199 255 ZOW S -1050ff. - +19,9 25,5 1HE GIT-115E 10 L05 PER SOff.FOR ROOF LOADS Adz 02 IO (2) 02 10 02 02 Q 2) 02 10 02 1A6t,� X05 ,5 L.r-r o PMAI��,G I M6E FW W&L5 2 2 zofZ4-105Qfr. - +2 2 8 -Zh 10 2 �00� SI.Op� 020f oo boo 600 ZOW 7 -10 50K, - +218 -29.1 W 03 0 003 Q Q 3 Q 3 FLAf OR M%LE551HNJ 4" PER FOOT n PaRC 50r-r, FOR 5MWA L ASA I - 20 I6 12 (1;5) RAPIER fE VM COM, XN5 f0 M515r WW Inr-r FORGES RISE LE551W 4" MR FOO (1:5) TO LE55 A L3 Gk00F5 HIP k00F5 1W12" PER FOOT(1:1) I6 14 12 &L WADS%&L 6E fRPN5Mdf1ED r0 F01WATION WA L 100< 0 < 450 100, 0< 500 05E 12" PERFOOTtI:D Ad)t&AfER 12 12 12 Na 1thY13t©1f1� PATE TA131.� t? 802,5 ,I( �}) COMPOWNf ANn CLAITING PM55M ZONAS Pan 8501.2(8) Fa 51: I sghae foot- 0,0929 m 2, I pond per sghae fat- 0,0499 KN/m 2, Itohper foot- 0,0855m/mm (aVW%MWAVSLMftN50# PER 500 aLING AffAaED r0 RAM M-DEAD LOAD 10 W5 PER 50ff, `' I1 I1 p ry� q P.C.FOR 51: 1 Foor- 3048 mm, I WW - 0.009 rad. RJ W ARCHI T E'l, l['�l/ I E, C NOTE: a- 4 Peet m ai caws WU 6RAAJG GAIV6M c FRSE 5f0Rf OF iW0 5f0RY NtAl1IW 6 3" oz,EDC GP 601167 45 NORTH VILLAGE AVENUE ARCHITECTURE G - LOCXW Af LEA%25' ON cem 6" oc IKtWkfDUIE ROCKVIIJ E CENTRE,N.Y. 11570 INTERIOR DESIGN fAI3LI. k602.11 bur Nor LE55 nRN 45x GF GRACED WN I L1rR 8V PWaW- (516)764-M PLANNING RMW WL5- y/8" 1FK o%60ARD (516)764-M FAX COST MANAGEMENT 13A5IC WINn 5p��n ROOF 5PM(FeEn ovmi44 WOW LOAn WIMN 4'-0" Of aAML EW (3 -5ec.OW abn 12 20 24 28 32 36 40 C Paws/ ffto DEM LOM 10 L85 UP LFf 85 72 120 145 169 195 217 241 38,55 9M LOW 16 W5 LIP I,rf WIWLOM 30L05 #«R 235#(PERRPffEPJ PROJECT 90 AA -151 -181 -212 -242 -712 -302 -43.22 _ f0K LOM 56 W5 PER 50K. 1 100 ! 131 -08 -262 -305 -399 395 436 -5336 UPLIF f LOM 455 W5 PER SQFf. LIP UFf 4 11220 -225350 -465 -515 -600 -660 -950 -98.50 235#(PER RNtEPJ P a. lir uplift cmrctw regirwha t are broad an a'O-fat mean roof herjht 6oW in ewme 0, For egm m C ad D ad for alba meal roof lrght6, mk*the Ave loads by the A m m rk Cmflclmts n We 8501.2(5). b. lir ig1Ak crude reaytenrnt are baW m#e framrq berq spaced 24 Moos m carter. Mkyw by 069 fa framq spaaq spared 16 Mrs m carter ad mlt4*64 0.5 MW LOW for framq spaced 12 Mrs m cerrter. c. the uplift amgdw regi*mnts Mule m A mare for lO yards of dead kid, 120* a j '� 3" oz.EDCE GF BOA37 A the htdlft amwtim regiremmt do not aacvt fcrrthe eff'ed6 of aahmr. fhe mwh+de of#e ebmr 6%4i 4d 6e ramied by addrq the o.ahwq Inds ford n 4w We. - 1he oarhaq laads we also bared on frameq spaced 24 Mrs on cater. the oerhaq Imek qhm shill ba niow W the araiwq prolactin ad added to the rmf Whfh vatr / P DRAWING TITLE nthet", e. the apltft anmum re*rement are based an wM kedrq nerd errs m&f ed n 1609b3 of tie 6uidrq Code Or New Yak state. awedw Iark for cmeetmr 6mW a dke"of 20x oFthe Iamb Erma l dnrntw of the hMkm for curer rer of the buidrq am permtted to 6a mixed 64 mk+k q the We amedw w it by 0,9 ad WiW LOM nit* q tir am&&q kad W OB. 120# Q PLA1E P � : 6" ax,1NIER.�JEDIAIE COMnA1"A f. For wail -to-waA ad wal -to-fardabm amecUm,the cTa*of the uplift carwbw r parmUM to be reAwd by 100 pards for each 6A wall above;, ww LOM \ (For esmple, P a 600-pard rated arrector a used m the roof framq,a 500-pard rated aarder amn ptted at tie rrO floor 6yel dam. 120# a MAZ uST 8fJ DEFORMED WAS- NMN 4 h 1-01, OF Comm4 51RI1 fLM SEANW -VEW-AI. WW LOM 120# a PMiT R� DATE 20' 0R LE55 SPAN N r+agY SCALE a J, oa AS NOM12 PWN2 W&L 5HWHIN6 t `;_ 1 ) , DRAWING= N5 Cn-I E PEW IEDCER PEW ROOF RAFTERS WIN RIvcE PEW fO f0P RATE TO sin CaWTOR#H2 A5 PEW WtfAL STRIP #C516 A5 MWACTIEV PEW KTAL J015f t1M10ER #L5112.6 A5 MMLFACTIM P 1W50N 9rM CO., INC. PY"9W50N 5TRONO-TT CO., INC. MWACTIAW 6Y"51Mwp ON 5TkM-TE CO., INC. NEW TOP RATE PEW ROOF RAFTERS PEW RCOF RPFTEt25 I �+ ✓ �+�.=1 '/•tom-in[-+ ✓..�' `'� ('rA�/�.!i ,"; \V. G,•'• M loin[Discnpuon Numberof Nook Nat]Spaang z v n`R€i4 . _ PEW 5W5 Rafter to Top Plat, (roe-nailed) - - - Ia Table 3.3A) per boater CetlmgJmstto T.p Plat, (Toe-nala) ser Table 33AI per Jots Cnlmglo,stt.Paralite Rafter (Fa¢-nenrd) Isee Table 37) each lap Cnlmg Jost Laps over Palmers (Fac-paled) isee Table 37) each lap a,oc�g,to RafifQ( e�ied) tt 2-Sd 3 ) Per in, 019CZ 1'0 mtf Mrci� 1'0 MSF WSk TO PL,At TO 5TUn 2- a each end Rlm Board to Rafter(Erd-oaded) 2-16d each end n ,y�� ,•blt>, , _ .- , 'e-. (AI.ICN RiFYERS, IN5fAL1, SiRiY!WFM EOIlN. I,ENGMS ON Top plate b Tap plat, (Fare-sled) 2-16d' L per tint EACH 5iM NAL A5 PER 50E U MM (WIEN 51127 MV RAM ALIGN) Top plata a lnterseUlons (Face-na,ldi - 4-I6d Joints-each sic Stud to Stud (Foe-nailed) 2-16d 24" ..c Headerto Hcader(F.-nmledl 16d I6"o c along alga Top or Braom Plate to Sind IF.nd-n."j 2-16d per 2x4 stud WIN ROOF RPFiE5 3-I6d pa 2x6 stud 4-16d per 2,,8 surd Bottom Mae to IT...j.p 4 Bi ndmeq En b,nA nrB to ., (Fr,reuled) 2-1 bd" per[but _ PEW RARER fO fOP RATE C01sWfM #H2.5 A5 ' MANIFACfLW 6Y"5 W50N 5MDN6 CA., INC. Joist to Sig. Top Plat,or Girder (Toe-nailed) 4-ad pajots PEW TOP PLATt Bridging m Joust (Toe-ended) 2-ad each end PEW 5TIV5 Blocking a lost(Tone-nailed) 2-8d each end Blacking to Sill or Top plat,(roe-nailed) 3-16d .marl,block Ledger Strip I.B.(Fae,intilod) 3-16d eiselipst Joist oa lodger to Beam fft a-paled) 3-8d palo,a PEW METAL ANCNOR #0516 A5 MMI.FKINP PY Band Joist to Jost(Eed-twled) 3-16d pmjom Band loist to Sill or Top Plate(Toe-naled) 2-I6d' per foot one "51M-;ON STROT -T CO., INC. Is PEW WrfOM RATE Stmdurel Psuels ed (sec Table 3.8) D,agonel Board Sheathing o I"x6"or I"x8" 2-8d per support o 1"x10"or vnder 3-8d per support o Gypsvn wda,oam - ad moles T'edge 110'field \ Structural Panels 8d (sec Table 39) Fiberheond Panels 7/16" 6d 3"edge/6"field '5/32•' ad 3"dge r 6.' field PEW MOOR J0155 G)'pswn W elboaN 5d coolers 7"dge/10"field r Hardboard ad (ser Table 3 9) PEW fao "T TO 51117 COPNEGfOR Pan,rlebeard panels ad Table 3 9) #If5/W512 A5 MWKTXt2 PY PEW tP17 JOIST Dmgonalaed She athmt� ofg Ille � 1 "x6" or I"x8^ 2-8d pv support 1Na REVI6IONISSUE GATE I"x10"orwmer 3-Sd pe<-uplurt WW506ERAT . K. A.Slr„ Y .d `N yea }`�• y Strudund panels r PEW 5fLV5 I"orlss ad 6"Nae/L2"fidd grcaterthan l" lod 6"el"/6' field R��p( RII ❑�qyT �g�t'f��/I''1p��{��pIII¶I�l¶I�'1l.�7�7�r�(¶R��•lI D,a<oval Board S,Ir,.S g RJ eY DIIRCHI ll EC n `1/ll E, P.C. 1'46" h 1"x5" 2-ad pv support I"x10"arw,da 3-8d ptr support 1/ Na,tin li,hire he,, arebases on all.Mutt-engnailed 6" oncrnteretthe Pavel edge Ifwall shweu,zusnapduus, .eh. arrhepmel,dee r Y t TO TOp 10 5fW 5TUn TO N2 J015T to obtain Ieoldrshear zpaooa on all requurzng b.for srur,epmembersshall bedoubled.oreeth. iconnector,suchmshe err plana. (f� 45 NORTH VILLAGE AVENDE ARcmTE RE shall he used u,meinta t the bad path ` when wall shaathmg is cont,.........connected membcds.the tabulated number ofnads shall be pem,med ni be reduced to 1-I6d nail pzr R DESIGN (VHN RAFTER MV 5T1Y7 AM NOr&MV) R 16)7641 E CENTRE,N.Y. 11570 PLANINTEIO (516)764 8300 PLANNING TABLE 1609.1.4 (516)764-0336 FAX COST MANAGEMENT WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSka`e FASTENER SPACING (Inches) FASTENER Panel 2 feet s 4 feet< 6 feet< W 5TIy5 Panel Panel Panel TYPE sspant span span span 3" X3" fjtPkINGRATE AShVWfPCTIDBY PROJECT s 4 feet s 6 feet s 8 feet II 21/2#6 Wood I / SIMP50N SiRaJC+-iE LO., INC. ' Lllyyy 16 16 12 9 PEW 90ffOM RATE Screws 21/2#8 wood 16 16 16 12 i t a FA5S NW 5CH 91 A5 5PECr ry ey"51MPSON s1R�NG-TE PEW 5/8 DIA X 15 IANC(MIM Screws MMHCR 60If a 6'-011 o/c M= NO. FA51TPER5 IPI.ET COMMENf5 Far SI: 1 inch=25.4 mm, 1 foot=304.8 rim, 1 pond=0.454 kg, 5I1VIP5%%ON6-ft) (fo%) (135) (166) 1 mile per how-=0.44 m/s. a.This table is based on a maximum wind speed(3-second gust)of 130 L51)26 I IOd 485 535 TE WN2 f0 f l4tV ON VE EVERY J015f mph and meso mof height of 33 feet or less. PEW PC.FOIADAiION WALL A)J7 FOOTING lit IO Bel 415 415 TE f0 BE WSfN I tD ON EVtRY JaSr b. Fasteners shall be installed at opposing ends of the wood s[mcrural - H2.5 10 .8d 485 535 it fon M WSfALIW ON EVER!511V panel. c.Y✓hem screws are attached to masonry or masonry/stacco, they shall Mf512 14 -IOd 840 1000 1t fO M WS AJXP ON tVWY 51117 be attached utilizing vibration-resistant anchors having a minimum a C96 22-IOd 1550 1620 it fO 6E WSfA lXV ON MW%V DRAWING TITLE withdrawal capacity of 490 pounds. s COWMN bML5 & For 9: 1 he h - 25.4 mm, I foot- 504.8 mm, I mile per har- 1.609km/h. �% III a.Al reds at,�w,�ootil-comm, 6%a defamed shales except where otirtmw stated. Nails need for fraerq ad 4wathvq,scrawls gall hate mhhuage n aselbadrq 5CHI P LU 5 41CU strabryotW fdlowso 60kf5(551 Mpa) for shank derleta of 0,192" (20d comm Llai),90 61(620 Mpa) for shark dlatwbam lager dial 0.142" rut not Inger than 0.17711,ad 10061(689 Mpa) fa shale dial)etas of 0.142" a len. 6.5taples are 16 sage wre ad hate a mhmm I/16-vdh an AwrA r cram with, c. Nails sW be spaced at rot more than 6 vdrs on canter at all sypate wrre spans are 46 h6m a Beaker. oot d,faitf -61,-B-foot or 4-foot-lx„-9-fba pa 66"I be apples w�14, �OUNnATI ON ANCNOf? e.5pacrq of festalers not rd sled in this table shall be based an fable 86023(D f.Fa regms halal bade wrd speed of 110 no or Beata,8d defamed nails"1 6--used for attadrrq pli;m d ad wood*Whrd Pad roof 4radrrq to frenrq wthh mhmm 48-hdh drtare frau Babb and walls, f mal roof h*Is lane than 25 feet up to 35 feet ashen DATE q. Fa reolig"hmm basic whd speed of 100 mph or len,tats for attadrtq woad*ud"pati rwf 4wathrq to cable tod wad franvq shall 6e spaced 6 rdrs an(order. When 6aslc wad spend Is seater than 100 ffo,nails fa attach q pad rwr 4 eatlrrq to htamsdlate appats shill be sprc'ed 6 vers on center fa "aw m nmv 48-hd1 datare from rwkp, eases ad gable end walls; and 4 hdnes on center to sable ad wad franrq, I 13 '' r h,Gpsvndeatlrgsrllafam#oASTML79adshall6 hetalledhaacrdarewllhSCAM GA255, Fba6oed4mam5hadralfamtoA5TMC206. CONN�C1ION P��AIVS Q j a. A5 NOiEf7 I. 5pactq of fasts,,.on flea sheathtq Pall edges applies to pend edges APPated 64 franrg marbas and at all flxa pefhetas ale{. 5pacvq r m Of fsstdr t': f roof slrathrq pelt&1*5 apples to parel edges arpaW b4 frame malbers aid at all roof plate pallmters. 61odxvq of rwf a flea 4wthrq Pad edges m _ DRAWING* perperdlaJa to to franrq mmbff5 sill rot be reg red euept at htasectim of adjacent rwF planes. Flea ad roof perwter srl 6e sppated b4 franvq '°'eon trwnbas a sdld 6lockrq. N,f.5. as V �I WW Lfvak NEW ROOF Wm5 NAILING 5CHN ULA wwyCww5Imm vUIUAwcOX 860250) _. �(u � > 4��'� MrwranGE WWrrMtofOF MAIVTO5WCONWfOR*r2AS MM1PAcru�n "SMPSON 5UtO6Y CO., ° nI5CRIPUON OF 61LM ELEMENTS WW PW 117E Or FASfEhER 5'ACING OF FASTEi EK5 K :Pg IOW METAL SiRIW #0516 AS MANIPACiI n NEW WPL J015r KgaR #1,5U26 PS - J015f Tn 5U OR 4MR,% NAA 3-801 - M / . BY"5MP50N STROrY UE LO., INC, MWACTIM Bl"'51NW50N 51ROi -M CO„ INC, I" X 6" SU9FLOOR OR LE55 t0 EPLH JOI5f, FACE Will, 2-3-801 _ NEW ROOF P.A -TIS ° NEW TOP PLAiE �pc SQA 2 5fAR E5, 13/4 2" SW tOOR TO J015f OR 6MR,MIW M17 fACE NAY. 2-16d - 501.E RK fO J01%OR%,OMW.FACE NPL 16d 16" fOF OR 571.E RATE fO 9TU7,EW NAL 2-16d - 51V fO 501.E RATE,fOE WL 3-801 OR 2-164 - r VOIBLE 5W5,PPCF NAL IOd 24" o c w nolaE fOF KATE5,FACE NAL lod 24" o c 501.E RATE r0 J015f OR ft OMNG Al WRA=WPU-FNa5 3-I6d 16" o c VOLM fOF RATES,MINIMUM 48-INCH OFFSEf OF EW 6.16d - WW 511V5 J01105YAC9 NAL M 1,A!"19 ASA RIM J015f eETOF I'LA ,fa NArrERsroraF R ArE.raE Na 3.801 - 0126 f0 WV ki%,� 1"0 wt� p,A�1�� �0 I'LA1� 10 51Un RIM J015f TO TOP R.AfE,TOE NAL 801 6" ac fOP MATE,W4'5 Af COUR5 MV INTEM11ON5,fAa NAL 2-1001 - (&16N WMR5, INSfAU-5fRPP5 WNH WO A VWAH5 ON NIT4F If-KK fW0 PIECES WITH 1/2" 5'PCER 16d 16" o-c ALOf4G EPLH EnGE EACH 51M NAL A5 FER 50fM M.00 (WrfN 5W AW RPFTER ALIGN) CONTINIEP WAMR„TWO Pln5 Ibd 16" o c ALONG EACH EPiX CELING J019f fO PLAT,TOE NAL 3 Bd - CONnrn OU5 WAMR fo 5f1t7,f0E NN- 4-Bd - NEW ROOF RAPIERS LELING-OK LAP5OVER PARflf1ONS, FA(IWL 31001 - CELING JOIST TO P/L/LLEL RAPIER,FAQ NAL 3-IOd - RAFTER f0 PLAiE,TGE NAL 2-I6d - NEW RATTER fO fOP RATE COMECfOR #H2,5 M I" BRPLE TO Eta 5fU7 AW FLA7E, PALE NAA. 2-5d - MANIPK=12 VY"5IMP5ON 50M CO„ INC, 2 5fffU5, 1 3/4 ww fop PLATE NEW 51U75 P X 65EPnING f0 EACH BEARING,FACE NAL 2 -8d " 3 SfAU5, 1 V4 - ,,*51WW Maa#C56 A5 MMIPACTI �n 15Y I" X 8" SEATNNG f0 EACH BEARING,TALE NNL 2 -801 ° ° 5TR0-M CO., INC. 2 SfN'LES, 13/4 - MR fHAN I" X 8" 5EAfHN6 TO EACH BEN W, FAGS NAL 3 -Bd - °a M R it 4 SfAPLE5. 1 3/4 ° ° 0 ° MLf-[P CORf�ER 5U.P75 IOd 24" ac ° A Lf4f 61H74 5 MG VeAM5, 2-N4fJ4 LUM MR LAW15 lod WL EACH LATER A5 FOUOW5; 32" oc.Af TOF AW BOTTOM AW SfA6=17,TWO NAGS Af EW5 MV Af EACH SPLICE, 2" R.MKS 2-16d Af EACH BEARING ROOF RPF-W fO WX, VAI.IZY OR HP W MR5; foe WL 4 - 16d - EW FLOOR J015f5 FACE NAA- 3 16d - NEW TOF FLATS fO 5f1G CONNECTOR #Lf5/Mf52 A5 MMWACM17 BY 15f RAPIER TE5 TO RAPTER5,PALE 5-ad - "5MF5ON 5ft CO„ INC, WOOF Sip I UAI.PMEL5, 51,BROOK ROOF AW WAU-SEATNNG TO FRAMING,PW FARUCLEBOAdd7 W)u SEATtdw fO FRAMING Nu REVISrpNrSSIE DATE r7/16 -1/2 6d COMMON NAL(5EFLOOR,WAJ-) WW SOLE MAiD Bd COMMON NAL(MY 6 12' KEW 50175 19/32-1 BdCOMMON NAL 6 12' 1D np ¶¶r pp �� �pp ��T 1118-1114 I�COMMON NAL OR fW IXFOW 6 12 RJ NI ARCHUEC URE, P.C. WV fo for fo 5TU12 %2 T W2 J015f VC503110N OF BILVM nES 4KON OF FAnNER '< • 5FACIW Of FAnW15 45 NORTH VILLAGE AVENUE ARCHITECTURE MATERIAL5 Wa5(IWf5) 1111 MEGIAiE 57'POM" (INQf5) (WYEN RAM M17 5TIn ARE NOf A-Tuan) ROCKvIUE CENTRE,N.Y. 11570 INTERIOR DESIGN OM WP"5E 1 NNG" (516)764-8300 PLANNING I/2" RiG1LPR CEU.U.05C I I/2 6VV.VPNIZEi7 ROOFING Wvy.bd 3 6 (516)764-0336 FAX COST MANAGEMENT PIXIVOAIV 5♦cATMNG COMMON NAA-5fARZ I&A., 11/2 LONG 1/2" MILK CEU U.O% 11/2 64ALVANI2W ROOFING WL 8d 3 6 WW 51V5 FKWOAd7 5EATHIN6 COMMON WL STAPLE 16ga„ 11/2 LONG 25/32" 5TRU 11M LELLIA-0510 13/4 akVANL9n R00FIN6 WL 8d 3 6 3" X!$" BEARING PLME A5 MV4•AfAcmp BY PROJECT PMWOPI37 50TH W COMMON NAIL 5rAlU 16ga„ 13/4 LONG "5MF50N SRM-TiE CO., INC. 1/2" GYPSUM 5EAIHII`4 11/2 6XVAN019 ROOFING Will,; 4 8 WW BOTTOM R A1E G G G�7I II G I 1 OOMMON LONG;I 11/ 5MV 6,MSW OR s 1 A5S NW 5CH V UI�I. A5 5pEG1FEn BY"SMFSON SUtDNG OE Lo,lrc" hEW 5/8" nlA X 15" LONG(MVN) 5/8" GYPSUM WIHNG 13/4 dkVMY1En WING WL; 4 8 MICla oaf a 6'-0" o/c MODEL NO. FASTENERS Lnif f (OMMENfS 8d COMMON NAL;5fAU WLVANREn, (5MP50N%0146-10 f0%) (133) (166) 15/8 LONG; 15/8 W5,f11'E W OR 5 < LSU26 11 -Tod 485 535 HMY.ER f0 BE INSfAUP ON EVERY,015f WOOF SUaJCTURAi-FPAEL5,COMBINATION 91nOCR 114nERa.AYWW fO fRAu" NEW FC,FOIl•WAVON WU Alda FOOPW N2 10-8d 415 415 fE fO BE IN15fA V ON EVERY J015f 3/4 AW LE55 6d nE1'OU17 WL OR Od COMMON WL 6 12 H2,5 10-5d 485 535 1E f0 of IN15fALLEn ON EVERY 5nn 17/8-1 Bd COMMON NAIL OR Bd i7EFORMEn NAIL 6 12 IOd COMMON NAL OR 801 nEFORMEn < Mf52 14-IOd 840 1000 TE f0 of INSf/N,I,En ON EVERY 5(117 6 12 C516 22-IOd 1350 1620 TE TO M MSfAJZP ON EVERY 51W DRAWING TITLE WL ! For 5; I erh- 25,4 mm, I foot- 304.8 mm, I rob per hu- I b09km/h. COMCION n�T&5 & a.A nein we smoath-aamm,box or dafamed-hats erupt*fere othawbe stated. Nail used fa from q arc)s 0AVq eaebctbb shah hm mMom&Mace badhq G 41OW elrergths as fdWs; BOkb(551 Mpa) for dwetar of 0.192' (20d ammm Ni),90 61(620*a) fir shark dwatera larger*w0142" SCNI��ul� 5 Cut rot Tager Hoa 0,117" roil 10061 10061(689 for rheic dtm " a kis bters of 0,142 , b,Staples ae 16 pace wre and hm a mhhua 7/16-rd,am dwmter as n wWth, c.Nab shill be spamd at rot more Hen 6 riles on rentor at all arppafa winm spans as 481dies or quiar. e.spwvgoFfamsmE inthgWAeeslmlllbbel�onf"R6R6l02A1) FOUN19AION ANCHQf f.For mgbm hang bm;c wed speed of TIO nph or greater,8d dsfarmed pais shill be used for attadmq 044"and woad stn;chrd proal rwf s wAwm to franM wihh mhhw 48-edi JAww frau gebe ad walls, if mem rwf h*b mae 6w 25 feet W to 35 feat nmk= q,for ragwb hnaq bask wed ipso)of 100 No or Is»,rob for dAnchM wad s6wW pad rwf*a**to cable and wad 6amq shill be spaced 6 ed,as DATE on amber, Whm bask whd speed is q Bata Hun 100 mph,mis for e6kxhrq parol rrd's M"M to kawedmte appato shed be spamd 6 kim on amw for n mrhurt4mAk 9WceflantoA6Iexamsad 4Wible endwills; ad4rildsmanterA �ableFb bo Ora CONN�C�10N V ��AI�5 _ h,CNpwn shaathrq shsN aarf'am to A51•M C 99 and shill be wtolled n acmrdara with 6iA 253, Fbarboad shratlirq shill a;nfam to ASTM C 2A9, SCALE t Spacrq of fasterrm m fka shaatl;M pa d edges applbs to parol edq»agPXW 64 framq mmbers ad at aY flog WhIA ro A, Sparc of fastemrs m A5 WMP roof 4wd$Yq pad&kp mow to pad edgaa appaW 64 framM members and at all rwf Ow patmtns. Bladcnq of rwf a fkrr 4=$M pad edges perpa;dwia to the framq mantas ehdl rot be mgnred erupt at edemectrm of&bwa t roof plmea, Flsor ad roof paemter shad be epilated 64 frwVA DRAWING mmbem or sdW blodcnq. NX5, , s M51GN 0Al2 5CHN ULU a "22-CAiI e)VWFOR IXI[ nOW a ROOF LL + 171. 1`I15f FLOOR LL + DL %COW FLOOR U. + DL PNt71W0-FAMLY DWELLING5 GROIAG�KIWLOPl75-45 MATERINS MATERWS MA1U&5 LNE LOa75 / / R00M5-40 L05 PER 50K. A%kf 5FHUX5 2.155 2 X 8. Io. 12" WD J015f 3.0 2 x 8, 10, 12" Wt7 JOISr 310 8017 R00M5-3o L05 PER 50YT. 50 AMC I/2" RYWD 2.0 3/4" PLYWn 3,0 3/4" RYWD 3.0 5fAR5-40185 PER 50,Pr.-(3)0 L85 PER 4 5OUN) 2 X 10 RA 15 3,0 FINI51 RR'G 110 FIN15H"'0 IA ROOF A5%WLIE5 4" FER FOOr M LE551KN 12" PER FOOT-I6 W5 PER 50n. % 6 Q (D (D 0 2 X 8, 10, I2 RAFTERS 3,0 CELING A55EMPLY 1,0 aLING A55EWY I,O MAP n O ION 1f=,U4 1K 0 MI5al.I-M�CJI15 LO MI5aLLAI;O1G 1.0 V f.AV 0AV 5 fora,DEAD LOAD 9.95 TOK VW LOAD 10,0 fora-DEAD WOAD 10.0 � y) O USE 10,0 W1 CELMG -A55EWIE5-15 W5 PER 50YT. FLUOR A55EWV5- IO W5 PER 50K SNOW LON7 5MOM R3015 LL A5 PER BLDG 40,0 LL AS PER BLDG 40,0 _') CONST.0017E NYS BINDING 0017E CONST,CODE CONST,CODE � e a wwl,om 5MGiWr R3o2,11 WINP 5P = 10 PH CONS',CODE NY5 BOLDING CODE fora.LOa7 510,0 fora,WAV 5010 z W&L5 GAM C200F5 FAST MILE WW SPEE 90 AN tl ' ./" " 6 i 10° 3 5ECON7 a -IIO EXP0510 CATEGORY-E'OM 8 a CLADDING PRE5M ZOW COMFONENr5 e FOR ROOF tEUn 30 Ff IN EXP05IK B ROOF WITH 30 fO 45 DEGREES O 02 O O 02 ® 3 02 3 Z0KV I -10 50PL - +199 -20,9 Q ZOW 2-10 50,PL - +199 -25,5 2 O 2 2 ZONE 3-1050PL - +19,9 -25.5 oto U5E IO L85 PER 50Pf. FOR ROOF WWAD5 AW O O O O O O O O O O O O fORA101K�SfWtdJC��AtEMM8ER5 �Ei WALLS 0 Q ZONE 4-l0 50Ff, - +21 B -23b 2 O O 2 2 1;09 50ff 200 600° GVER 6600 ZOW 5 -10 501T. - +2B -291 W ® O O ® O O 3 3 FLAP OR la%V55 11M 4" PER FOOf20 16 12 111tWFOW a 3o L85 PER 50K.FOR 5M WU MA (13) RAFTER 9 DOWN GaWfKJIJS f0 Rc515f WW Lnff FORCE5 a HSE LE5511tM 4" MER 1`001'(10) TO LE55 16 14 12 GAC31.E t200F5 NIP Cz00F5 THaJ 12 PER FOOT<I;I) a L LOAD5%U 8E TRMIS fe0 fO FOU4DATION WU o o o 10 65145 10a< 6530 R5E 12" PER FOOr<I;D iJJD GREATER 12 12 12 Na aMsIomssue DATE SPAN TAf31.� t2 802,5 ,1( 4) GOMpON�N? ANn CLAf�nING p55Uk ZONAS f1G R4a.2(e) For 51; I sgiat fad� 0,0929 m:, I pond per 54mfact� 0,0499 KN/m z, I hdi per foot 0.08"m/mm (aWV X40 WAD5 LE55 iFEN 40# PER 50K) CELING AT7AGI t0 RAPIERS-DEAD LOV 10 W5 PER 50Pr, Nr5 FOR 51; I FOOT- 309,8 mm, I DEGREE - 0,009 red, RJ5i ��1Cllll ll 1GCll UREP.C. NOTE; a- 4 feet n all rites s �. -- WAu BRALING CATEGORY C F05f 5fORYOF TWO 5fORY MEAMOD 6 3" roc,EDGE OF 80187 45 NORTH VILLAGE AVENUE ARCHITECTURE n� G LOCATED Af LEA5f 25' ON CENTER 1'A[3L� V802.11 BUf NOrIZ55 ffN/�455N Of BRPCEDWPa LINE G�9EL EW -U� 6" ox, INTER PIAiE RROCKVI CENTRE,N.Y. 11570 INTERIOR PLANNING DESIGN PA51C YV INV 5W ��aJ(� �� k00r LO)w MTWN 4BV 'q" OF LO/M EW 5/8" 4K 053 BOPId7 (516)764-M FAX COST MANAGEMENT (3-`ECOWam 12 20 24 26 32 36 40 (POW75/FEET) Dial LOWD 1LF 1,111 85 -92 -120 -145 -169 -194 -219 -241 38,55 SNOW LBS H,LK PER RAFTER) �, WAV L85 W1WLOa7 20 W5 205#(PERRAPfCR) 90 -9I -151 -181 -212 -242 -292 -302 -4322 fora LOAD 46 L85 PER SGPT PROJECT 100 -IN -218 -262 -305 -349 -393 -436 5336 U'I.ff LOAD 25,5 WS PER SGPT bP Llff G TIO 195 292 -351 -409 -469 -526 -584 bh,56 _� s 205#(MRS) Oaf cokumI reMr meet ae based on a 30 -fout mem rmf haft lasted h gvxre P. For amore Cad Dad fa okw man roof he�,mktdy the above beds b4 th Ac[pAm ntCne em6 hfd VOI.2<3), 0 gem b. The uplift mreetia regiratnt ae based m the franrq berg spared 24 odes m center, Mltpl4 b4 Ohl for framtq spachq spaced 16 tidies m caker ad KiW4 64 05 - W1W LOAD for frantq spacad 12 hdtas m rents, 100# a PLATE \ m 3" roc.EDGE Or BOARD C. Tha 4Ah%cared&ramvffa da hdade m ellwvam for 10 prods of dead bed, J. The uplf cmwd4m ra*remmt do rot wmd for the effects of ovaien:{s. The nm*&Ae of the abort lands shell be hcreaml 164 aMkm the atrleiq beds ford n the table, \ _ The wxivm loads are aleo bwed on franhq spaced 24 tides an renter. The ondwq beds goon stall be mWwd 64 the ororhmq prof dor ad added to the roof Loft%Ikw h the table, DRAWING TITLE e, The upldt awedim req rmied we bawd on who Ieadrq on ad zones w def and h 160963 of the Buid►q Code Of New Yak State. Caroctbn hada for amsc mt lamFed a dttare of 20X of the least ho frontal dha tim of Or beldhq for the cans of the bvidrq ae p" ted to be refired by mltplyrq the tabla carectbn vdue by O.9 ad WiW LOAl7 miU* q de&m&vM 6151114 OB. 100# a RATE Q f, For and wall -to-wall wall -to-fardat+m carrctwt,the Ww61 aFthe uplft conecta b pamibted to be refired by 100 prods for each fill wall abvas, W 6 ox, INTERMEDIATE W LOAD COM PAM (fa eim*, d a 600-pad rated a edw is used on the rwf franrq a 500-pard rated mmecta b permlbted atths neo flea k�,d dam, 100# a RATE IIS BD DEFORMED NAIL5- G W HN 4'-0" OF 6AM EW °p 5TRtrUAL 5f -VERTICAL WiW WAV 100# Q RATE 20' OR L9559% g DATE SCALE A5 NIM12 l ; RKN9 WAIL 5HIMTHIN6 DRAWING W5 Y7 Cn-1 s,