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HomeMy WebLinkAbout30145-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N-Y. CERTIFICATE OF OCCUPANCY NO: Z-30425 Date: 09/13/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1300 MINNEHAHA BLVD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 87 Block 2 Lot 11 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 26, 2004 pursuant to which Building Permit No. 30145-Z dated MARCH 10, 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 EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR_ The certificate is issued to JOHN C & KATHY CHESKA (OWNER) of the aforesaid building. SUFFOLK. COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2019258 08/30/04 PLUMBERS CERTIFICATION DATED 08/11/04f/pPECONIC PLUMB.&HEATING t ori d Si nature Rev. 1/81 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. 36145 Z Date MARCH 10 , 2004 Permission is hereby granted to : JOHN C & KATHY CHESKA 161 88TH STREEET BROOKLYN,NY 11209 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1300 MINNEHAHA BLVD SOUTHOLD County Tax Map No. 473889 Section 087 Block 0002 Lot No_ 011 pursuant to application dated FEBRUARY 26 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 10 , 2005 . Fee $ 150 . 00 t - Authorized Signature ORIGINAL Rev. 5/5/02 Form No.6- TORN OF SOUTHOLD a tt BUILDING DEPARTMENT TOWN MALL 765-1902 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the fic, ono A. For nen- building or new use: 1. Final sur'ey of property with accurate location of all buildings,propene-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°o lead_ 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements_ B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property shocvin.g 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$26.00, .additions to dwelling$25.00, Alterations to dwelling$2500, 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 S l 5.00, Commercial $15.00 Date. J T New Construction: u Old or Pre-existing Building: (chick one) Location of Property: J,33c 1411A/ e,lf /�_ {��-V.✓ "7dt House No. Street Hamlet Owner or Owners of Property: —DHj . 4GG"�lHY C�th�KA- Suffolk County Tax Map No 1000, Section 087 7 Block f5�+c-j y Lot 6 1 g Subdivision G_4QC 1-i/i C-j 1-j AT A-5 Filed I\lap. Lot: Permit No. 30 E 4 r Date of Penuit. :3-1 rC4 Applicant: Health Dept. Approval: Undereriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ s�25 - v a f TT. 1 Applicat antu are 4 V =�o��SUFFO(xc y 0 d7 = Town Hall,53095 Main Road d . Fax(631)765-9502 P.O_Box 1I79 y�� � Telephone(631)765-1802 Southold,New York 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date_ //kO dy Building Permit No. J'S-, Owner: -�'L�t�rat a'�� � (please print) Plumber: cri s Fjt s'IQ (please print) J 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Si� Sworn to before me this th day of „f. 20 Notary Public, L. tiJ� 7 County Notary Public,VIM aL�New Ywk No.OIL00070081 QualifiedEx in SuffolkC �ly,_,j`� Commission Expires Wil- `5! C.frJ�L.I�CPCPLG�C.nCJ'CPc 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWIRITERS 5 5 BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by LSU 5 5 SPAUL R. BURNS MR AND MRS CHESKA P.O. BOX 1061 1300 MINIHAHA BLVD SOUTHOLD, NY 11971-0932, SOUTHOLD, NY 11971 r5 Located at 1300 MINIHAHA BLVD SOUTHOLD, NY 11971 Application Number: 2019258 Certificate Number: 2019258 Section: Block: Lot: Building Permit: 30145 BDC' ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor, C� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having Jurisdiction, and found to be in compliance therewith on the 30th Day of August,2004. 5 Name QTY Rare Ratine Circuit Lre _Harm and Emergency Equipment 5 rr Sensor 2 0 Carbon Monoxide e Sensor 4 0 Smoke L+ Appliances and Accessories I�1 Exhaust Fan 2 0 F.H.P. 5 Firing and Devices Outlet 12 0 Fixture 5 Fixture 11 0 Incandescent 5 Fixture 1 0 Flourescent 5 Outlet 14 0 General Purpose Receptacle 7 0 General Purpose 5 Switch 13 0 General Purpose 5 Receptacle 2 0 GFCI 5 5 seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ® r�d3-L3 cPrJ�[P[P [J�rJ�rJ@P rJ�rJ 7rPrJ�rJ�[P[nr�rJ� c f[lu[P[PcJr 1�r1@P[nc1rJ�[P[n[l-L3rJ@Jr�rPrJRPtftn[Pr�rJPr [PtJ e�. G-14-04 P FOP P-0. Box 411 Building Department Southold NY 11971 Town of Southold (631)765-3928 RE: CheskaRenovatiou 1300Minnehaha SoutholaNY 11971 Dear Sirs: I have reviewed the hurricane strapping at the above maned project and have found it to be satisfactonj and in compliance with our drawin8s dated 3-1-04. If you should have any further questions,please feel free to contact me. Thank You. Dario A81a r i, 6-14-04 P.O. Box 411 Building Department SoutholdNY11971 Town of Southold (631)765-3928 RE CheskaRenovation 1300 Minnehaha Southold,NY 11971 Dear Sirs: I have reviewed the hurricane strappiug at the above named project and have found it to be satisfactonj and in compliance with our drawings dated 3-1-04. If you should have any further questions,please feel free to contact rue. Thank You. ARChajp Sinc y, `p NGA FOS — - --- -- -- -- - � Y Dario Agarabi, l 6301�QO2 ATF OF N i I v26 APPEALS BOARD MEMBERS o�dgUFFO(��oG Southold Town Hall n Lydia A. Tortora, Chairwoman ti c 53095 Main Road CO3 P.O. Box 1179 Gerard P. Goehringer x George Horning COP Southold, New York 11971-0959 Ruth D. Oliva Chairwoman ?J O ZBA Fax(631)765-9064 Vincent Orlando__- Ol �O Telephone(631) 765-1809 _ http:,//southoldtoNvn.northfork.net 12, BOARD OF APPEALS 1 2, TOWN OF SOUTHOLD FINDINGS, DELIBERATIONSAND DETERMINATION J MEETING OF DECEMBER 4, 2003 App1-.-No'5423 -JOHN AND KATHY CHESKA Property Location: 1300 Minnehaha Boulevard, Southold; Parcel 87-2-11. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in.this application and determines that this review falls under the Type 11 category of the State's List of Actions,without an.adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 7,528 sq. ft. parcel has 72+- ft. along Minnehaha Boulevard in Southold, lot depth of 115.40 ft. along the southerly property line and 101.20 feet along the northerly property line. The lot is improved with a one-story frame house and accessory frame garage, and accessory concrete slab structure, all as confirmed on the October 4, 1985 survey, revised January 20, 2003 by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's August 6, 2003 Notice of Disapproval, citing Section 100-244B, in its denial of a building permit application to cona-truct an addition exceeding the code limitation of 20% coverage of this 7,528 sq. ft. lot. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 20, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a 290 sq. ft. for a new addition for a total lot coverage of 23.23%. The dwelling contains 1022 sq. ft., garage 301 sq. ft., deck 136 sq. ft. for a total of 1459 sq. ft. The total, with the new addition, will be 1749 sq. ft., confirmed on the plan issued 8/1/03 by DA Architecture. 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. Many of the homes in the neighborhood are of similar size on similar small lot configurations. 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 applicant's architect indicated that due to Page 2—,December 4, 2003 Appl. No. 5423—J. and K. Cheska 87-2-11 at Southold Q 330 medical problems in the family, the applicants are not able to put a second story on the existing dwelling. The only alterative to assist the family is to request an addition which will exceed the Code's 20% lot coverage limitation by 3.23% (243 sq. ft.). 3. Although the applicant's request is the minimum necessary, the relief requested is substantial, based.on the size of the lot which contains only 7,528 sq. ft. 4. No evidence,was submitted'during the hearing or in the written record to indicate that the grant of the`traflanm imill.have,an adve pe,effect or imoact,ori,.physical or environmental conditions in the neighborhood or district. Many of the homes in the neighborhood are of similar size on similar small lot configurations. 5: GrantwofJhe, relief requested is the minimum action necessary and adequate to enable the applicant,to,;enloy Metbenefit of an addition, while preserving'and protecting the character of the heighborho ' 4nd the eealth,,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 -Chairwoman Oliva, seconded by Med.)ber Goehringer att duty;carried, to i GRANT the variance as applied for, as shown on the 8/1/03 plan prepared by DA Architecture. This action does not authorjze or condone any current;or future use; setback or other feature of the subject property that may violate the Zoning Code, 'other than such uses, setbacks and other features,as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, and Orlando (Vice Chairman). Absent was Member Ho". This Resolwas duly adopted (4-0). .fYi )LgA.A . Ruth D. Oliva, Chairwoman 12/12/03 Approved for Filing TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNER IN i E ACREAGE SW TYPE OF BUILDING L99 ce ci yc�l , j I RES. n 1 SEAS. VL. FARM comm. IND. CB. ml�c Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS -;�t r (r) o 3 211(2',+141 e (a 4,0 j, I I 6 5",A00-Lyf At AGE BUILDING CONDITION ri AAA I NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Form Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swomplon6--'— Brushland House Plot Total FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 6, 2003 TO: DA Architecture A/C Cheska PO Box 411 Southold, NY 11971 Please take notice that your application dated August 1, 2003 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 1300 Minnehaha Blvd., Southold. NY Comity Tax Map No. 1000 - Section 87 Block 2 Lot 11 i Is returned herewith and disapproved on the following grounds: I The proposed construction on this non-conforming 7,528 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIV Section 100-244B, which states, which states that non-conforming lots measuring less than 20,000 square feet in total size. require a maximum lot coverage of 20 percent, following the proposed addition/alterations the lot coverage will be 23.23 percent. J� 1. t o Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. BUILDING PERMIT EYAIFHNER CHECKLIST DATE REVIEWED: Df� :'04 APPLICANT: C DATE SUBMITTED: x6.'04 SCTM# DISTRICT: 1,000, SECTION: '�,Q , BLOCK: __, LOT: 1 k STJBDn'ISION: Ajlq ADDRESS: E�BW (Ylnna�,c V\c, CITY: _ZONNG DISTRICT: CO'\FORNING? i00 BUILDING PERMITS OPEN/EXPIRED: PRE CO<�-bR N BP -Z C/0 Z- , INFO BP -Z i 00 Z- , LNTFO BP -Z C/,0 Z- INFO/BP -Z i'C,%0 Z- , NFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognirien.(CREATED before June 30,1993),UNDERSIZED LOTS FROM JALN.1997 100-25.Merger.(A nincuat-urrn - ":1;83 REQ. LOT SIZE: ACT. LOT SIZE-- REQ. LOT COV- ACT.LOT C { REQ. FRONT -PROP. FRONT _REQ SIDE_' Z ' ACT. SIDE_ REQ. REAR C3 5:::'— _ PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: AFDC\1xL��11� S�� ESTIl\lATED PROJECT COST: CHITEC __N_GNEER: >� WATERFRONT? A10 _DESCRIPTION: PANEL # FLOOD ZONI�(__ APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or D)(:BED IDIE: _ PERDIIT TOWN SEPTIC RECEIPT: Y _ No NEW YORK STATE DEC: PRE-DEC 9 173 YES or _ _DTE: PERMIT+-: SOUTHOLD TONN"N TRUSTEES: YES DTE: PERMIT TONNN"ZONING BOARD APPROVAL FE of O -DTE: PERMIT #: TOWN PLAN_ BOARD APPROVAL: YES ofgD DTE__i_ PERMIT #: TOWN HISTORICAL PRE (SPLI_k): YES NEW YORK STATE CODE CONIPLI LCE (SEE PAGE 2): YES or NO NOTES: l2lf� FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: -!�—O 9 _SF SECOND FLOOR: SF OTHER: SF NIT OTHER TOTAL TOTAL.: SF FEE FEE FEE 1. ( 5D 9 SF)- C— SF)= SF X $ _$ +$ . +$ - S--- 2- S2. ( _SF)- ( SF)=_ SF X $ -$ +$_ +$ _$ 3. ( SF)- ( SF)= SFX $_ -$ +S +S = S FINAL TOTAL: $ /` v 765-1802 BUILDING DEPT. INSPECTION [ UNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL 6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR DATE INSPEC 765-1802 BUILDING DEPT. INSPECTION [ IF NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. j DATE INSPECTOR t '' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION i [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i A REMARKS: t C P � n 6 DATE IN f 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. f [ ] FOUNDATION 2ND [ INSULQ�TION [ ] FRAMING [ ] FINAL 1 [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G9-i'�� DATE 0 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 UL ATION ] FRAMING [ FIN [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE a 2f INSPECTOR -ZI�L FIELD INSPECTION REPORT ATE COMB LENTS FOUNDATION(I ------------------------------- 7— d FOUNDATION(2ND) IV o r _ C U n ROUGH FRAMING& [m a PLUMBING 7 b INSULATION PER N.Y. E STATE ENERGY CODE' FINAL ADDITIONAL COMI4LENTS \` ,O Z cp � T y a � I � R 9 0 ro TOWN OF SOUTHOLD BUILDING PERIVIIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TORN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Rvviv. northfork.net/Southold/ PERNHT NO. 3 jj 4h-F— Check Septic Form N.Y_S.D.E.C. Trustees Examined 5110 120 Contact: Approved 3/10 ,20 Mail to: Disapproceda'c � _ Phone::7CS� 39a� F-xpiration - 711 C) 20 5— - Building.19spector r, jlu„9 APPLICATION FOR BUILDING PERMIT al RLCG. DEPT. Date 20 INSTRUCTIONS a. This application bfUST 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 Pareas, 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 well 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 interini the BOdina Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio (Sigof 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 Nance of owner of premisest-k4l1lcyl l as� —� (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: DOD Q .OV House Number Street Hamlet County Tax Map No. 1000 Section OQ)i Block Oji - L,oi 40 Subdivision UUNrlkxCoPA Y1tS Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S1f7s�LfjaL, b. Intended use and occupancy SRNF 3. Nature of work(check which applicable):New Building Addition Alteration V/ Repair Removal Demolition Other Work (Description) 4_ Estimated Cost Fee (Tobe paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use- 7.7. Dimensions of existing structures, if any: Front u 3� Rear &-25 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 2Z 3 Wvu4 Rear Zb,�) Depth 3b.3' Height Number of Stories Z, 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear lunC D' Depth <15•ef0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate anyzoning law, ordinance or regulation? YES NO/ 13. Will lot be re-graded?YES NO ✓/�=W��''ill`` excess fill be removed from premises? YES NO 14. Names of Owner of rem1,i,s,es �� � rOLA Address NO F'1(u►1irAAkA Phone No. � Name of Architect Uk +A m Address10Q 6&A Jit Phone No -7(. 312°n Name of Contractor Address aoummxO Phone No_ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO L/ * 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 jc OF— '" ) 'f -) �" l being duty sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �.u1t� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake 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 maturer set forth in the application filed therewith. Sworn to before me this a(y f"- day of 20 0?� Notary Public S ,oatuee of Applicant VALDE A MEYER NV"Ptbie,NO d New fora N0.0117 N 6ENERAL NOTES: DESIGN LOAD CALCULATIONS \ 10120' I. All work to complywith the latest building and energy code requirements / N 80 52' 00 -� for New York Stat , he Town of Southold, and any other authorities having Jurisdiction USE or OCCUPANCY LIVE DEAD N 2. All work to comply with the Prescriptive Design Criteria as set forth In (PST) (psf) the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwellings (High Wind Edition), UNINHABITABLE_ ATTICS WITHOUT STORAGE 10 12 2 d 3. G.G. and all subcontractors are to be Ilcensed to work In the State of UNINHABITABLE_ ATTICS WITH STORAGE q�-10L ' O i/ New York and the Town of Southold. G.G, to present certificates of 20 12 I - 4F ( FOOTPRINT AREA I \0- //� Insurance for Workman's Compensation, Disability, and Liability (41,000,000 HABITABLE A-TIG5 AND SLEEPING AREAS 30 min) prior to start of work. Plumbing, H.V.A.G., and electrical contractors 12 LOT -7,528 z 1 \�- may file separate applications for permits, If required. ALL OTHER INTERIOR AREAS N EXISTING m 40 12 POST OFFICE BOX 411 EXISTING PROPOSED ` 4. Contractor shall secure ali utilities, Including electric, phone / DWELLING 1,022 <n1 ONE STORY DWELLING s telecommunications, cable, water, and sewer, before commencingwork, and NrEROR HALLS O . ADDITION \ to SOUTHOLD, NEW YORK 91971 GARAGE 301 6 conduct construction with due care to Avoid damage to all installatlolns to DEGK 136 O remain. EXTERIOR HALLS 15 ( 6 3 1 ) 7 6 5 TOTAL 1,459 �1 - 5. Contractor shall provide adequate weather protection for the bunlding © NEW 35'�1and Its contents during the course of the work SLOPED ROOFS DA ARCHITECTURE 2004 ADDITION 265 EXISTING 6. Contractor shall provide adequate protection for all fixtures and - O DECK flniehee to remain and conduct construction with due care to avoid damage RISE < 4" PER FOOT 20 I5 BILGO DOORS 25p . EXISTING to all areas to remain. TOTAL 1,'749 1 EX15TINO - DRIVEWAY T, All dimenslons are to face of wood studs, unless otherwise noted. R15E >4" PER FOOT < 12" PER FOOT 16 I5 j COVERAGE 23.2390 GARAGE t�_ 8. Contractor shall not scale drawings. The contractor shall verify all RISE > 12" PER FOOT dimenslons In field and notify the Architect of any dlscrepancles prior to 12 15 NO WORK commencing work. DEGY.5 5 60 3O„ VA - 115.40' 40 12 MEGGheGk / RESGheGk Compliance: EXTERIOR BALCONIES 60 12 Compliance: Posses Maximum UA = qO NOTES: Your Home = 87 3.3% than code I. GROUND SNOW LOAD: 45 SCOpO OF Work: A SITE PLAN 1/4°-1 _u I Story addition to the rear of existing 2 story dwelling 2. SEISMIC CATEGORY 'B': .179 < 5,15 < .53g 3. WIND ZONE AND EXPOSURE CATEGORY: 120 MPH EXPOSURE D I r SITE PLAN NOTES: LUMBER: 1. Design and construction shall comply with the latest editions of the Wood Frame GONNEGTION REG'S 1. SUFFOLK 6OUNTY TAX MAP DATA: Construction Manual (High Wind Edition), National Forest Products Assoclation, 1000-08-1-02-011 American Institute of Timber Gonstruction, American Plywood Assoclatlons Manuals, UPLIFT LATERAL SHEAR 2. SITE INFORMATION TAKEN FROM MAP BY: American Forest 6 Paper Association, and the American Wood Council (lbs) (lbs) (lbs) 2. All plywood shall comply with US Product Standard P51 (Douglas Fir, Larch„ or PEGONIG SURVEYORS 8 ENIGINEB25, P.G. Southern Pine) RAFTER 526 33n leo 54655 MAIN RD. 3. Unless otherwise noted, all structural lumber to be #1 Douglas Fir or 61 5owthern 5OUTHOLD, NY I1g71 Pine and shall be free of any defects which may affect Its structural Integrity.. RAKE OUTLOOKER 481 (631) X65-5020 4. All lumber to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of Inspectlon agencies certifled by American Lumber' RIDGE TENSION STRAP 327 (plf) DATED: 1/10/03 Standards Committee's Board of Review. ' 5. Contractor to comply with manufacture's Installatlon and application HEADER I40H 762 recommendations for all engineered lumber (i.e. mlcrolam, TJI, etc) 6. Contractor shall provide all accessories which are not called out on the plans, WINDOW SILL 762 such as Joist anchors,JOlst hangers, framing anchors, post bases and caps, steel straps, etc., as required for the completion of the project. SILL PLATE TO FOUNDATION 250 402 7. All Joist / beam, header / beam, and beam /beam connections to be instal led with hangers anchored on main member supporting minor member 8. All post / beam and post / anchor connectlons to have 1/2" (min) bolt through O connections with open holes q/16". q. Notches And Boring ® Joists and rafters. Notches in the top or bottom edge of NOTES: 5011d-sawn Joists shall not be located In the middle one-third of the joist span. Notches In the outer thirds of the span shall not exceed one-sixth of the Joist]; 1. VALUES AS PER WFCM TABLES 3.2, 3.3, 3.36, 3.4, 3.5, 3.6 4-Jdepth. Where notches are made at the supports, they shall not exceed one-fourth rz the joist depth. Holes are limited In diameter to one-third the Jolst depth and the edge of the hole shall not be closer than 2 Inches to the top or bottom edge of a the Joist. O - 10. Notches and Boring ® studs. Any stud In an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of Its width. 5tu<d5 in non bearing partitions may be notched to a depth not to exceed 40 percent iof a e single stud width. Any stud may be bored or driled, provided that the diameter of the resulting hole Is no greater than 40 percent of the stud width, the edge of the W hole is no closer than 5/8" to the edge of the stud, and the hole Is not located In the same sactlon as a cut or notch. A stud may be bored to a diameter not UNDERWRITERS CERTIFICATE exceeding 60 percent of Its width, provided that such studs located in exterior REQUIRED Z walls or bearing partitions are doubled and that not more than two successive studs are bored. 11. Provide flreblocking as required a the Following: APPROVED AS NOTED a. all floor and telling levels L _ b. Interconnections between concealed vertical and horizontal spaces DATE: /o - B.P.# ' 1 LI5�Z- Q (Le. soffienet a drop ceilings, and cave ceilings) FEE. �J BY. 0 c. all penetrations (e5,vents, pipes, and ducts) through telling and floor level NOT FY BUILDING DEPARTMENT AT d. chimneys, Hreplaces, and flues v 765-1802 8 AM TO 4 PM FOR THE JC 0 12. Provide wall bracing required: FOLLOWING INSPECTIONS: r 1 ['n a, first floor - locatedd ® each end of wall and at least every 25 feet on 1. FOUNDATION - TWO REQUIRED O center but not less than 1655 of braced wall b. second floor - located ® each end of wall and at least every 25 feet on FOR POURED CONCRETE center but not less than 30% of braced wall 2. ROUGH - FRAMING R PLUMBING 13. All dimenslons are to face of woad studs or outside edge of concrete face 3. INSULATION unless otherwise noted. 4. FINAL - CONSTRUCTION MUST 12. Any unlabeled headers to be (2) 2" x 10" BE COMPLETE FOR C.O. DRAWING: 13. Provide 2" x Nd. blocking at all Joist and rafter locations a 8'-0" O.C. maximum ALI, CONSTRUCTION SHALL MEET THE 14. At all notches greater than 50 percent of plate width, provide 1 1/2" width„ 16 �EQUIREMENTS OF THE CODES OF NEW ga. metal tie across and to each side of the notch w/ (8) Ibd nails each side /YORK STATE. N07 RESPONSIBLE FOR GENERAL NOTES, SCHED�S � CONCRETE: l// DESIGN OR CONSTRUCTION ERRORS. 1. All concrete work to comply to all requirements of AGI "Building Code SCALE: Requirements for Reinforced Concrete" (AGI 318-8q (Revised 'q2) COMPLY WITH ALL CODES OF "Specifications for Structural Concrete for Buildings" AGI-301-8q, AGI NEW YORK STATE & TOWN CODES 1/4" = 1'-0" ASTM Gq4. ,.Specifications Manual", and "Standard Specification for Ready-Mix concrete"' AS REgIURED AND CONDITIONS OF 2. Footings have been designed to bear on undisturbed Solt with anSOlRFIOLpTOWN2gA assumed bearing capacity of 2.0 tons/sq, ft. ISSUE: 3. All slabs on ground, footinge, walls, etc. to be stone concrete, 3000 SOUIH0LDT0WNPIANNIN;MW p.e.l. at 28 days. 4. Unless otherwise noted, all new slabs on ground shall be 4" thick. SOUDIOI.DTOWNTRUS o 2/17/04 BLDG. DEPT. Garage slab to have 6" x 6" - 10/10 ".w.f. Jt1111DEC SUBMISSION 5. Welded wire fabric shall comply with A.S.T.M. A-185. 6, Contractor shall verify dimensions and location of all slots, pipe sleeves, anchor bolts, ducts, etc. as required for other trades before ALL CONSTRUCTION SHALL concrete Is poured. 7MEETTHE qlz(,., .EMENTSOFTHE' . Contractor shall safeguard and protect all excavations. 8. Unless otherwise noted, top of foundation wall to have 2" x 8" treated CODES OF NE'4 YORE( STATE. sill plate with termite shield and 12" x 5/8" anchor bolts a 36" O.G. except �+# (��"11� 'J UPPED ARC o bracing wall edge where spacing to be 12" O.G. to 6'-O" from edge P nOOD ZONA 10 A x0 AG4 yxT�O OCCUPANCY OR COMPLY WITH CHAPTER "46- a STEEL: USE IS OCCUPANCY FLOOD DAMAGE PREVENTION L Strucan steel fabrication and erection to be In accordance with latest A.S.TN., SOWTHOLD TOWN CODE. A.1.5.G., and ASD specs. for A-36 steel. WITHOUT ,ERTIFICATE `�'' 0 er 2. All connections shall be high-strength bolted or welded. �y _ q), 2763 3. Connection materials shall conform to the following A.5.T.M. designations, lnbest OF OCCUFANCy FOF `T1 edltlone: high etrenth bolts: A-325 (friction type), welding electrodes: AWS-A<5.1, PLUMBER CERTIFICATION EIO serles. PLUMBING ON LEAD CONTENT BEFORE ALL PLUMBING WASTE CERTIFICATE OF OCCUPANCY &WATER LINES NEED TESTING BEFORE COVERING SOLDER USED IN WATER DRAWING NO. SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. A-01 PERMIT SET OF 6-2" FOUNDATION LEGEND O GONSTRUGTION LEGEND B A-03 EXI5TIN6 CONSTRUCTION TO BE REMOVED RELO ATED EXISTING FOUNDATION AND FOOTINGS TO REMAIN EXI5TIN6 CONSTRUCTION TO REMAIN 5'-4" BILGO CORS _ 10'-7 1/2" _ tV NEW CONSTRUCTION -- O NEW FOUNDATION WALLS AND FOOTIN65 B ;p INTERIOR PARTITIONS TO BE 2" x 4" NO. H — NEW W THICK x H'-0" HEIGHT POURED CONCRETE A-03 5TUD5 ® 16" O.G. W/5/8" PTD. GYP. BO. —- __ - _ FOUNDATION NAL-5 OVER NEW H" x 24" CONTINUOUS BOTH SIDES A POURED CONCRETE FOOTINGS W/2 #5 KEBABS 1 (HORW. POUR 2" GONG. RAT SLAB FLOOR OVER EXTERIOR WALLS TO BE 2" x 6" NO. L L L L LL </ �I POST ®F ff D C E 0 0 X 411 STUDS ® I6" O.G. W. R-19 BATT INSULATION �I NEW MASTs UP VAPOR BARRIER OVER COMPACTED FILL. INSTALL AND 51b" BD. ON INTERIOR FACE. 3 B/�TI-j ° SOUTHOLD, NEWYORK 11971 s. ., 1 ANCHOR BOATS O IMETE' O.G. ® O.G. (EXCEPT® .•,(." .i'( �t _ - - BRACING WALL PERIMETER) W/ SILL SEALER AND � EXTERIOR FADE TO BE "CEDAR _ BE COPPER COATED TERMITE SHIELD ON 2" x b" 1MPRE5510hL5" SHINGLES OVER 3/4" COX T 6 L - - -L L <' ( 6 3 1 ) 7 6 5 3 9 2 8 PRESSURE TREATED SILL PLATE. SPACING FOR U PLYWD OVER MTL. 5TRAP5 OVER STUDS. W A 14 y g L -- 4 �� © DA ARCHITECTURE 2004 BRACING WALL I I NEW WINDOW N ix `, L o r PERIMETER TO 6'-0" FROM EDGE. IMBED MTL - - - TENSION STRAPS AND #4 RESAR AS 5HONN ON p X NEW MASTER b s a A-04. I _ O NEW DOOR T ry IQ! s _ - - X _ BEDROOM- — -I FOUNDATION NOTES I I CONSTRUCTION NOTE � �THEDRAL GEILIN6 x o C° f m EXISTING L - - - LIVING ROOM II I UNLE55 OTHERN15F NOTED, ALL AREAS ARE EXISTING I I SMOKE DETECTOR B 15/4" Q 1/2_MICRO_NNDE--WIII--III N L L L L TO REMAIN. PATCH TO MATCH EX15TINC ® ALL AREAS I I r I I m LNEW BA/F�'I_L 2 WHERE DEMOLITION TAKES PLACE. N CARBON MONOXIDE DETECTOR L 5, _ - L - -- \ " 6,0, TO EXAMINE EXISTING FOOTING AND FOUNDATION z I O ry I H Ir- ° L I L I AND UNDERPIN/FORTIFY AS REQUIRED TO ACHIEVE IL , REQUIREMENTS AS PER CODE c `�"�(( I I GONSTRUGTI ON NOTES v `}—___ £ { o ' 3 COORDINATE W/ MECHANICAL CONTRACTOR FOR rj El. W _ O 0 m = 2"x6" ® 14'!x. 4 EXISTING 1 HVAG EQUIPMENT SIZE, LAYOUT, AND REQUIREMENTS 0 O g h PROVIDE BEAM POCKETS AS REQUIRED x I x EXISTING UNLESS OTHERWISE NOTED: W A I X `� ® I� 6" O.G. I " 6 1 3, 0„ SUN ROOM PROVIDE AIR VENT5 AS REQUIRED - I I= BASEMENT ALL DIMENSIONS ARE TO FACE OF WOOD G.O. NOT TO DISTURB EXISTIN6 501L TO WITHIN 30" OF ry ry _ ry STUDS I ry x 1 NO WORK EXISTIN6 FOUNDATION EXCEPT® LOCATIONS ry ry ALL AREAS ARE EXI5TIN6 TO REMAIN - ONECESSARY FOR NEW FOUNDATION TIE-IN5 -- ----� L _ PATCH TO MATCH EXISTING ® ALL AREAS T REMOVE EXISTING LEDGE AS REQUIRED FOR NEW --- WHERE DEMO TAKE-5 PLACE BILGO DOOR LOCATION AND STAIRS. REPLACE (3) 2" x 10" O let FLOOR CEILING HEIGHT TO MATCH EXISTING O G EXISTING 5TAIR5 TO 1st FL WITH NEW NEW CRAWL �j ALL CLOSETS TO HAVE A WD. POLE AND 6 REPLACE EXISTING 51/2" x 4" W/ NEW GIRDER ® SHELF ® 66" A.F.F. 4 O VERIFY 51ZE REQUIRED FOR RELOCATED BILGO SPAGE x ALL UNLABELED HEADERS TO BE (2) 2" x 10" DOORS ry a SEE A-04 FOR NAILING AND STRAPPING INFO 10 G.G. TO VERIFY ALL EXI5TING STRUCTURAL ELEMENTS {; (3) 2" x 10" ALL FINISHES TO MATCH EXISTING f (JOISTS, HEADERS / GIRDERS, COLUMNS, ETGJ FOR ----- INSTALL MARBLE SADDLE ® ALL WOOD /TILE M U 5TRUCTURAL INTEGRITY AND FORTIFY /REPLACE AS IU THRESHOLDS NEGE55ARY ? n �I ° WALK-INI� IiI EXISTIN6 4� EXISTING II 6.G. TO VERIFY EXISTING FLOOR INSULATION AND N 2 EXISTING TREE TO BE REMOVED FORTIFY /REPLACE AS REQUIRED TO ACHIEVE R-30 x G.G. TO VERIFY ALL EXISTIN6 5TRUOTURAL ORK / ® CLOSI W . Ij BEDROOM K W ELEMENTS (STUDS, JOISTS, RAFTERS, 5HEATHIN6, NO ORK RATING �j ETGJ FOR STRUCTURAL INTEGRITY AND FORTIFY / I O REPLAGE AS NEGE55ARY 4 INSTALL NEW STAIR AS INDICATED ON PLANS 01 •y ® I> G.G. TO VERIFY EXI5TIN6 EXTERIOR WALL5 AND GEILIN6 INSULATION AND FORTIFY /REPLACE AS p REQUIRED TO ACHIEVE R-22 RATING L —J iv z �9 O O EXISTIN6 O DEGK NO WORK /fit 10'-2" \� PARTIAL FOUNDATION PLAN 1 st FLOOR PLAN 1/4'11='iAll C 1/4 —1 -0 � z I B A-03 - � I � c WINDOGHEDULE - - - ^ DOOR SCHEDULE O J I\ J` NIC. 51ZE HARDWARE REMARKS NO. MODEL # TYPE ROUGH OPENIING (W x H) REMARKS I �/ 2'-5" x 6'-8" PRIVACY LOCK A 2552 NARROLINE DOUBLE HUNG 2'-ID 115" x 5'-5 1/4" E6RE-55 2 2'-6" x 6'-6" PRIVACY B 3452 NARROLINE DOUBLE HUNG 5'-b I/B" x 5-51/4" 6'-S" 0 3046 NARROLINE DOUBLE HUNG 3'-2 I/B" x 4'-9 1/4" I DRAWING: X PRIVACY D 20210 NARROLINE DOUBLE HUNG 2'-2 1/8" x 3'-1 1/4" f CONSTRUCTION PLANS, 4 2-4" x 6-6" PA55AGE E OVL2030 OVAL WINDOW 2-0 1/2" x 5'-0 1/2^ E I WINDOW, DOOR SCHED l 5 F I z WEv SCALE: (� � o H PWH50611 FRENGHWOOD HINGED DOOR s-0" x 6°'-1r' I d . o AS NOTED o Q EXISTIN6 EXISTING X ® ATTIC d ATTIC INTERIOR 000R5 NOTEISSUE: S: " _ - - - - - - ---- _ - I. UNLESS OTHERW15F NOTED, ALL INTERIOR DOORS TO BE PAINT GRADE TO MATCH EXISTING WINDOWS NOTES: (2) z" x 12' RIDGE O2 REVISED O2 LANDING 2/17/04 BLDG. DEPT. I. WINDOWS AND GLASS DOORS TO BE MANUFACTURED BY ANDERSEN WINDOW O SUBMISSION T_I CORP LL O 2. TEMPERED 0LA55 AT SLIDING / HINGED DOORS, UNITS ABOVE BATHTUB, AND ® N m 5 w ALL UNITS WHERE GLAZING 15 LE55 THAN 16" A.F.F. ROOF NOTES x 3. HARDWARE - WINDOWS TO HAVE WHITE PULLS AND LOGKS; SLIDING 4 HINGED - DOOR HANDLES TO HAVE WHITE FINISHES I ROOFING TO BE 40 YEAR ARCHITECTURAL GRADE ry 9 E Np 4. SCREENS - ALL OPERABLE UNITS TO HAVE INSECT SCREENS, ALL SLIDING ROOFING DOORS TO HAVE IN5EGT SGREEN5 2 RIDGE VENTS TO BE "COR-A-VENT" (CONTINUOUS) O A To 5. GANGING AND MUNTIN PATTERNS - SEE ELEVATIONS FOR WINDOW GANGING, OR APPROVED EQ. ¢ a O FIXED / OPERABLE OPERATION, ARRANGEMENT, AND MUNTIN PATTERNS. GANGED 3 PROVIDE IGF SHIELD TO 3'-0" FROM E06E OF ROOFING W/30# FELT OVER REMAINING ROOF y� ROUGH OPENINGS PER FACTORY GANGING 4 SEE A-04 FOR ROOFING, NAILING,AND STRAPPING 6. G.G. TO VERIFY ALL ROUGH OPENINGS W/ WINDOW MANUFAGTURER PRIOR TOINFO I A O VIDE ACCE55 DOOR ORDERING, FRAMING AND INSTALLATION <pGLa TO VERIFY ALL Ex STING STRUCTURAL I 9TF �, OPr "T. PROVIDE ALL JAMB 4 SILL EXTEN51ON5 AS REQUIRED - 6.G. TO VERIFY 51ZES ELEMENTS (J015T5, RAFTERS, SHEATHING, ROOF / Op NEIN y REQUIRED ROOFING, ETC.) FOR STRUCTURAL INTEGRITY AND 5. ALL WINDOWS AND EXTERIOR DOORS TO HAVE 3/4" PLYWOOD REMOVABLE FORTIFY /REPLACE A5 NECESSARY "HURRICANE PANELS" W/ #10 NO. SGREW5 @ 12" O.G. ANGHORED TO EXTERIOR T 5.6. To VERIFY FX15TINO ROOF INSULATION AND I SHEATHING AS REQUIRED BY CODE FORTIFY / REPLACE AS REQUIRED TO ACHIEVE L — R-22 RATING DRAWING NO. Ll D ATTIC / ROOF PLAN 7/4"=1,A" A-02 PERMIT SET OF TOP OF EXI5TIN6 R106E o ELEV. I9'-B" +/- (EXIST) 40 YEAR ARCHITECTURAL GRADE ASPHALT ROOF 5HIN6LE5 POST OFFICE BOX 499 FA5VA BOARD AND SOFFITS TO MATCH EX15TINO - SOUTHOLD, NEWYORK 11971 "CEDAR IMPRESSIONS" 5IDING ( 6 3 1 ) 7 6 5 - 3 9 2 8 5/4" x 6" PTD. FLAT STOCK DA ARCHITECTURE 2004 CORNER BOARD AND CASIN05 © TIT — ® WINDOW HEADER (b'-II" FOR FRENCH DOORS) D I I - u FINISHED Ist FLOOR J 2'-1" (EXIST) L— GRADE CELEV O'-O" ` NEW FOUNDATION `Q N W FOUNDATION m I C EXISTING FOUNDATION I — I — FX15TIKO FOUNDATION EX15T NEW NEW EXIST r- _ _ _ _ - - - _ _ -I � - SIL _ _ - - - - - - - - - - - - - - - - - _ � SIDE ELEVATION SIDE ELEVATION 1/4'_1, c 1/4°=P_0 01 C) RIDGE (TO MATGH EXIST) T 19'-10" TOP OF EXISTING RIDGE o m ELEV. 19'-8-8" +/- (EXIST) I O c NEW ATTIC WINDOW HEADER O IS S a-J 4 0 0 0 U �° ATTIC_ / ik FINISHED let FLOOR Ist FL CL6 ELEV. 2'-1" (EXIST) DRAWING: WINDOW HEAD __ GRADE ELEVATIONS, SECTION ELEV O'-0" SCALE: AS NOTED NEW MASTER NEW MASTER 4 o D REAR ELEVATION 1/a°-1'-0° ISSUE: BEDROOM CLOSET 2/17/04 BLDG. DEPT. SUBMISSION SECTION NOTES: NEW 1ELOOR GONSTRUGTION: I) SEE A-04 FOR 5TRAPPIN6, NAILING, ROOFIN(5, AND OAK STRIP FLOORING OVER (EXCEPT TILE AREAS) ATTIC DIAPHRAGM TIE-IN INFO. 50# FELT OVER 5/8" COX PLYWOOD SUBFLOOR 9 PE RC 2) ALL NEW WINDOWS TO RECEIVE 3/4" PLYWD NAILED TO JOISTS ® I6" O.G. W/ R-30 FIBERGLASS �O A yxA let FL (FIN) HURRICANE SHUTTERS AND HARDWARE AS REQUIRED B0ATT INSULATION. PROVIDE ADDITIONAL I/2" COX Q� O FO � l)UUUU l�nnn( (Ex15TIN6) PLYWD UNDERLAYMENT ® TILE FLOORS. ROOF GONSTRUGTON: � 4" 'a UUUU NEW GONGRETE GONSTRUGTION: UP o 40 YEAR ARCHITECTURAL GRADE ROOFIN6 SHINGLESNEW 8" POURED CONCRETE FOUNDATION WALLS OVER O>634� BP _ GRADE V11 S /2" EXPOSURE OVER 5/8" COX PLYWOOD OVER NEW 8" x 24" CONTINUOUS POURED CONCRETE F NEW _ RIDGE AND TENSION STRAPS NAILED TO RAFTERS W/ NEW GRAWL R-50 FIDEROLA55 BATT INSULATION - VAPOR FOOTINGS W/ 2 #5 REBAR5 (HORIZ). POUR 2" GONG. SPACE BARRIER DOWN. PAINTED I/2" GYP. 8D. ON INTERIOR RAT SLAB OVER VAPOR BARRIER OVER COMPACTED NEW FoorING9 / FOUNDATIONS # FINISHED AREAS. PROVIDE CONTINUOUS EAVE d FILL. I'N5TALL 5/8" x 12" ANCHOR BOLTS @ 3'-0" O.G. NEW RAT FLAB RIDGE VENTING. PROVIDE ICE AND WATER SHIELD (EXCEPT ® BRACING WALL PERIMETER) W/ SILL DRAWING NO. TO 3'-O" W/ 30# FELT OVER REMAINING ROOF SEALER AND COPPER COATED TERMITE SHIELD ON 2" x 8" PKE55URE TREATED SILL PLATE. SPACING FOR NEW EXTERIOR WALL GONSTR'N: ANCHOR BOLTS TO BE 6" O.G. # BRACING WALL PERIMETER TO 6'-O" FROM EDGE. IMBED #4 REBAR ", rte--fir AND MTL TEN51ON STRAPS AS 5HOWN ON G/A-05. "CEDAR IMPRESSIONS`TO SIDING OVER ST COX PLYWOOD NAILED TO METAL TENSION STRAPS ON 2" x 6" STUDS # 16" O.G. W/ R-IG FIBERGLA55 BATT A- 03 INSULATION. PAINTED I/2" GYP. BD. ON INTERIOR ® PERMIT SET li Q SECTION FINISHED AREAS. PROVIDE INSULATING GLASS D 1/2"-1�A° pINDjWS AND PATIO DOORS (TEMPERED BELOW 18" OF RIDGE TENSION STRAP CONNECTION REO'S. NAILING SCHEDULE N7 JOINT DESCRIPTION NAILS 5PAGING NOTES ROOF PITCH 8D NAILS REQ'D O EACH END OF NOTES I I/4" x 20 go MTL STRAP j p,,ll 'I'n-"" =`'- �- "'`�"•' ' ROOF FRAMING -1 ON 12 5 �� •-•,,,:: ` r I J eC le ]kh} v� ,I ,. - � a(S max, 1 No notches RAFTER TO TOP PLATE (TOE-NAILED) 12 \^ \' - -"� +"� I�/6 max. I Sealing strips Y �.,!` "^,�.-�. .,�.�.� - �C" tae�rrnVt(BtY'� Ist FLOOR l4) 8D PER RAFTER •� ,/' �- ^ :�"",�"'•'^` First and succeeding NOTES: r'' �'C� n ;y" � ��' courses of underlayto be Floor "alst .. nr ter cuts 2nd FLOOR (3) 8D PER RAFTER ��•\ J-^ v 3 ) I. VALUES AS PER 8802.11, WFGM 3.4 \\\\ �_ �'"� � ,�! 3�fi"' w'ic4e and lapped 19" POST ®E ff 0 C E 6 O X 411 GLC. JOIST TO TOP PLATE (TOE-NAILED) 12 'iY SOUTHOLD, NEWYORK 11971 19t FLOOR (4) BD PER J015T RAFTER / GEILIN6 JOIST HEEL JOINT GONNEGTIONS Interlocking or "Approved self-sealingshingles 1 ( 6 3 1 ) 7 6 s 3 9 2 Interlockingshingles ••--�----I-- _ ,L © DA ARCHITECTURE 2004 2nd FLOOR (5) DO PER J015T ROOF PITCH IGD NAILS REQ'D PER RAFTER NOTES 1 1 � (actual C11E: Jtt7' CLC. JOIST TO PARALLEL RAFTER (FACE-NAILED) (3) 8D EACH LAP T ON 12 6 1 In, areas wvFlars IauertsE,T dally temperature in Januan)r is 251F or less, FOR piles Of undUTNYMsot should be ce nenled up from eaves far enough -D14 max. GLC. -1015T LAP5 OVER PARTITIONS (PAGE-NAILED) (3) BD EACH LAP to overlie a point 24" Inside the inside WHIZ line of U'la building. COLLAR TIE TO RAFTER(FACE-NAILED) (3) 8D PER TIE B Floar joss( - O.'nd In Lits BLOCKING TO RAFTER (TOE-NAILED) (2) OD EACH END ASPHALT ROOF INSTALLATION NOTES: N.T.S. RIM BOARD TO RAFTER (END-NAILED) (2) 16D EACH END I. VALUES A5 PER R802.5.I(9) / r NOTES: RAFTER TO PLATE (TOE NAIL) (2) IOD ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS UPLIFT STRAP GONNEGTION REO'5 L FASTENERS TO PENETRATE THROUGH ROOFING MATERIALS INTO SHEATHING 3/4" (MIN.) WHERE '. /.,^� �„i•' ,,,� SHEATHING IS LE55 THAN 3/4", FASTENERS TO FULLY PENETRATE SHEATHING. Cl'l3 nT;7x. /•°�'' TOE NAIL (a) 16D ROOF-TO-WALL, WALL-TO-WALL, 6 WALL-TO-FOUNDATION 2. INSTALL FOUR (4) FASTENERS PER STRIP SHINGLE (MIN). FASTENERS TO BE GALVANIZED �•,,.r•��,,^ �,%'r STEEL, 5TAINLE55 STEEL, ALUMINUM, OR COPPER ROOFING NAIL5, I2 go (MIN) AND SHALL FACE NAIL (3) 16D 1� ROOF SPAN 8D NAILS 0 EACH END AP NOTES COMPLY ID ASTM F RIE l•''j- +l�•1, I I/4" x 20 go MTL STRAP 3. PROVIDE TGE BARRIER TO 36" (MIN) FROM THE EAVES EDGE TO A POINT AT LEAST 24" /1'f� 1"JK' r'! .,%M� RAFTER TIES TO RAFTERS (FACE NAIL) (3) 8D INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. " 'r ,i" GEILIN6 FRAMING 26' T 4. PROVIDE BASE, GAP, AND VALLEY FLASHING A5 REQUIRED. 2" min frorl�a to C�rild'� ""•Y ��\"�'it:l�e t7f carlClU lk' 5. VALUES AS PER R905.2 p GEILIN6 JOISTS TO PLATE (TOE RAIU (3) BD taatGOm Of)1'�YSt D (a1CtLV6 CIP9ipth) GEILIN6 JOISTS - LAPS OVER PARTITION (FADE NAIL) (3) IOD NOTES: CEILING JOISTS TO PARALLEL RAFTERS (PAGE RAIU (3) IOD I. VALUES AS PER WFGM 3.3B WALL FRAMING C JOIST CUT DIAGRAM SHEATHING NAILING REO'S. TOP PLATE TO TOP PLATE (PAGE-RAILED) (2) IOD PER FOOT C N.T.S. TOP PLATE a INTERSECTIONS (PAGE-RAILED) (4) I6V EACH SIDE SPACING, FOR 8D NAILS NOTES EDGE FIELD SND TO STUD (PAGE-NAILED) (2) IGD a 24 O.G. 2x4 Continuous _�—,..,_ ./�Ilw'kmr8�1 UIYc"IGC a4 iu" O.q. TVWras ax CollingJoIe1'� HEADER TO HEADER (PAGE-NAILED) 16D 0 16" O.G. ROOF ' ALONG EDGES ��-ate Vy TOP OR BOTTOM PLATE TO SND (END-NAILED) (2) I6D PER 2" x 4" WITHIN 48" OF EDGE ZONE 6' O.G. (1110.0. ^' Un`a UIfA End I'rIR13 J" (3) IGD PER 2" z O" "`-�_",� -..,� ^p (4) I6D PER 2" z 0" INTERIOR ZONE (FIELD) 6" iO.G. 12" O.G. 1� ry'- �v ,/�1� tdT"° l BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, (2) I6D PER FOOT GABLE ENDWALL / RAKE 4" O.C. 4" O.G. ''r "^'�" ` ' .-''" END JOIST, OR BLOCKING (PAGE-NAILED) ~ ' `~ Y -. _ ~ 6" O.G. TO 48" 36" O.G. rel 1� oI- r�-J 5 a� WAJ- FROM CORNER C -�'JI� - ' _ -10 ad N281 SOLE PLATE TO JOIST OR BLOCKING 16D 0 16" O.G. STUD a 4M1 WITHIN 48" OF EDGE ZONE 6" O.G. 12' O.G. SMPSON SERIES --"_� '. ��„"'"� ! - > TOP OR SOLE PLATE TO STUD (END NAIL) (2) I6D HPAHD HOLDOWN INTERIOR ZONE (FIELD) 6" O.C. 12" O.C. B TENSION STRAP W/ O SND TO SOLE PLATE (TOE NAIL) (3) BD OR 6d NAILS pr r,�,� ;,. o SILL PLATE rt4'"withEllooc -10dd to each DOUBLE 5NO5 (FACE NAIL) IOD ® 24" O.G. brace 24" 4"JLOYt r1:.1819 •/' I ./"� y NOTES: ANCHOR BOLT GYPSU011 99 a ✓� I8) a 24° o.c. Jd Cooler Nails et 7' /^ v #4 REBAR 2L)30�tuttl Nndpa-' " DOUBLE TOP PLATE (PAGE NAIL) Wank DOUBLE TOP PLATE, MINIMUM 48" OFFSET OF END (6) IbD I. VALUES BASED ON Ib" O.G. MEMBEiRS AND 5/8" COX PLYWOOD SHEATHING. 1" -✓'- JOINTS, FACE RAIL IN LAPPED AREA 2. FOR ROOF SHEATHING WITHIN 48"' OF THE PERIMETER EDGE OF THE ROOF, Z BLOCKING BETWEEN J015T5 OR INCLUDING _ 48" ON EACH SIDE OF THE RIDGE, THE 48" PERIMETER EDGE ZONE " r ATTACHMENTS SHALL BE USED. EimmtvY'a.Il9nlld RAFTERS TO TOP (3) en PLATE (TOE NAIL) 3. VALUES A5 PER WFGM TABLE 3.8, 3.9 1 _ RIM J015T To TOP PLATE (TOE RAIU 8D a 6" O.O. /Vr J O TOP PLATE-5 - LAP5 0 CORNERS 6 INTERSECTIONS (2) IOD BUILT-UP HEADER (2 PIECES) N I/2" SPACE IGD I6" O.G. ALONG O 5 EACH EDGE FOUNDATION DETAIL WALL / CEILING DETAIL GABLE ENDWALL S O O CONTINUOU5 HEADER (2 PIECES) IbD 16" O.G. ALONG N.T.S. N.T.S. `./ EACH EDGE CONTINUOUS HEADER TO SND (TOE NAIL) (4) 8D INSTALLATION 3 ' BUILT- CORNER STUDS IOD a 24" O.G. — Typical HPAHO M•�•��••••.��_,,,-",�y� BUILT-UP GIRDERS AND BEAMS - 2" LUMBER LAYERS IOD 3 ql^ DRAWING: � Y'4� CROSSaEC� I"IC�t IIh� VIEW GENERAL NOTES, FLOOR FRAMING single! CROSS SECTION E•f�1117 VIEW 1,10-166 NAIL; �j SCHEDULES, DETAILS JOIST TO 51LL, TOP PLATE,OR GIRDER(TOE-RAILED) (4) HD PER -1015T Installation ��-^' ��" joist BRIDGING TO J015T (TOE-NAILED) (2) BD EACH END " ! ,.^ �. `- \; � .. �`1 IIOISro '�.., MAY• '.. ';. I �''��-,.71 I ��il" yl BLOCKING TO J015T (TOE-NAILED) (2) 8D EACH END ` !I Oil T BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) IBD EACH BLOCK ` _ �. " 1 �"- AS NOTED LEDGER STRIP TO BEAM (FACE-NAILED) (5) 16D EACH -1015T '^�, "�w„ •,,,�.�""'•""-"" - _ 71 �-'-� --'--],' \. y� `���, _ � �. „-'/ `•- -._., '' _-'' ISSUE: J015T ON LEDGER TO BEAM (TOE-NAILED) (3) 8D PER JOIST 2/17/04 BLDG. DEPT. BAND JOIST TO J015T (FACE-NAILED) (3) I&D PER JC15T r "�" -r' � ' � SUBMISSION BARD J015T TO SILL OR TOP PLATE (TOE-NAILED) (2) IGD PER FOOT GEI1-I146 SHEATHING 'S " `... "' I. ...�'.w..,...-..'• .? �. 5D COOLERS PER JOIST GYPSUM WALLBOARD WALL 5HEATHING PLYWOOD SHEATHING 1d'2 tM�IN. r' 1 `04 REBAk� frr 4r-. W,c / _ ,,:� .. •, / ` t.., // 4^. ` e: 1 f 1x"4,' ' ` �. 5/Ib' _ I/2" 6D (SUB- PER FOOT 4 +Y'" FI'I() IN SHEAR, .,° FiLR�aa 11- FLOOR WAW �. tt,N' �t , 'I�G+'lE I IIIP � \ '-� �`�..._ -.s=-. ILS. 1i, (PT9 O�)6341 eV (ROOF) " t" JeISi �.. TF `lO 19/32" 1" 8D PER FOOT 4 ' - �^� ..".✓" '. . OF NE NAILING SCHEDULE NOTES: I. NO MORE THAN 3 TOE-NAIL5 SHALL INSTALLED IN EACH SIDE OF A RAFTER WALL DETAILS FOR UPLIFT CONNECTIONS (TYP) WALL DETAILS FOR LATERAL CONNECTIONS (TYP) 2. DRAWING NO. CEILING JOIST WHEN FASTENED TO A 2" x b" TOP PLATE. FO 2. NAIL EACH LAYER A5 FOLLOWS: 32" O.G. ® TOP AND BOTTOM AND ,A` UNDATION STRAP DETAIL V N.T.S. D N.T.S. G N.T.S. STAGGERED;TWO NAILS O EN05 AND ® EACH SPLICE ^ 3. SPACING FOR NAILING ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE 5PAGED 6" O.G. TO 48" FROM RIDGES, EAVE5, AND GABLE END WALLS (MIN); SPACE 4" O.G. TO GABLE END WALL FRAMINGE�I4. LING JOIST RUIREMENT5 FOR LATERAL AND SHEAR CONNECTIONS AS PER A-04 I WGFM 3.3A;OTHER VALUES A5 PER 5.1 AND NY5 R602.3(I) I PERMIT SET OF