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HomeMy WebLinkAbout30648-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30845 Date: 04/06/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 480 SOUNDVIEW AVE PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 74 Block 2 Lot 7 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 16, 2004 pursuant to which Building Permit No. 30648-Z dated SEPTEMBER 21, 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 & AS PER CONDITIONS OF ZBA #5326 DATED 7/10/03 . The certificate is issued to GARY & DEBORA STROUD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 05-1482 03/14/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 ' Form No.6 6-V TOWN OF SOUTHOLD c� BUILDING DEPARTMENT TORN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY" jo , 2 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 190 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 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.000 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Autnue. i�_)uf �ecotnrc- House No. \C -Sftreet Hamlet Owner orOwmersofProperty: 0.ru �C- >-�6Ya �trauC Suffolk County Tax Map No 1000, Section 074 Block 0CJy 2. Lot 667 t4l 3 831 Subdivision Filed Map. / tt�� Lot: ' Permit No. 30(048 -1 Date of Permit. - { -�4 Applicant: Grut LLitbOre- ,)tfoud Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ ,�t 40-f.t cz+ Uatti j_ Applicant Signature co � 3o8y 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / �''� ok DATE / �S -�S INSPECTORS 3 o 6 + b Z- 765-1802 BUILDING DEPT. INSPECTION xFOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: lvfD a, �a- , DATE �b - INSPECTOR LIM AV4= 6 T(7 MAD (Jf A Electrical Inspectors, Inc. Certificate Nuntber.- 05-1482 309 East Meadow Avenue Municipal4: Southold,Town x Of Fast Meadow,NY 11554 Office:(516)794-0400(631)396-7474 Inspector: 124 F":(516)794-5854 Iss,,e Date: 3'14/2005 Wchsite:www.clectricalimpectonszona Emil:info@elmtficalinspwtm.com Mail To: Property Address: Corcoran Electric I&ON Jarnes Corcoran OHarrunter onstruetpIn 1157 Walnut Avenue 480 Soundview Av est Hdil Bohernia,NY 1]716 Southold,NY 71 License#; 3967E ELECTRICAL APPROVAL-CERTIFICATE PerrI Application#: Block: Lot: Section: AREAS LISTED BELOW ARE APPR Y INSPECTIONty AND FOUND TO BE IN COMPLIANCE IONAL ELECTRIC CODE No visual defects wen:round for the electrical inspection pr unsatisfactory conditions were found in the areas; herein below only. Residential Closed Wall Inspection I Car Attacked Garage 4-Duplax Receptacles, I-GFI Receptacle,6- cheul.2-Fluo scents.3-Wall Sconces. 6721 E4"X- C _j D1111 N t lid unless signed by an rized Ell �gent Va rb� Philip F.Gol Richard M-Rivone President Chief Electrical Inspector X IEK; Nr /i q,re se 7�iio E—� A —srt�"11p- N91 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. 30648 Z Date SEPTEMBER 21, 2004 Permission is hereby granted to : GARY & DEBORA STROUD 480 SOUNDVIEW AVE WEST PECONIC,NY 11958 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL 45326 at premises located at 480 SOUNDVIEW AVE PECONIC County Tax Map No. 473889 Section 074 Block 0002 Lot No. 007 pursuant to application dated SEPTEMBER 16 , 2004 and approved by the Building Inspector to expire on MAR 21, 2 Fee $ 150 . 00 A t or ze Signature ORIGINAL Rev. 5/8/02 r _ z _ 7 TOWN OF SOUTHOLD PROPERTY RECORD CARD /ry- C NER e. ta- Y STREET VILLAGE DIST. SUB. LOT 70 FORMER OWNER1ewl I S FCN E ACR �.MIler atanA crG• Fra I Z ao P - eTy�ov {stT� S W TYPE OF BUILDING T4sf�' C-r.sG �rv„c RES. Z /0 SEAS. VL. ' FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS (066 hp o -7oo L ,v 7-70d v , I io 0-t) j2ol ODMS` Pr« •; 43aD 1 5Z0-b v -3/1 �I s.vlE G o J V r 6 ,300 .7 ,�gL e) 90 ee, P_�r,�6 - .E, �9.y✓,ye•.g e_ re_ a Ofe, -4I : ;5p0 zr - L II dal— Mdlev v oMillfr anc: 3o �r�c AGE BUILDING CONDITION a 7K�� COLD �1 QHS/ NEW NORMAL BELOW ABOVE -6-// LIzJzDQ —FARM Acre Value Per Value n n q „ a� �+ 111 Acre qI 11 al- !>Y �8�� I _ �(_ �f2�fC1 t1 611i V[ -1 07 `1 Tillable FRONTAGE ON WATER -L 12Z/3,0 ZO _ "'190 vel �jj ;lam/V�j ,qJ Woodland FRONTAGE ON OA _L IZZZ6 .3 ' !�G✓e,l TU 117UUcI �J�OZS XJZ Meadowland DEPTH House Plot BULKHEAD Total DOCK �. ICOR TRIM IrI r i•= � Rt 744-7 2/01 — i S Extensi n Extension Extension Foundation �, Bath 1 / y Dinette Basement Floors L K. Porch Ext. Walls i Interior Finish LR. Breezeway iFire Place Heat DR. Garage (Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor , FIN. B O. B. Dormer Driveway Total APPEALS BOARD MEMBERS �O�pSUFFO(� co Southold Town Hall Gerard P. Goehringer y x 53095 Main Road Lydia A.Tortora P.O. Box 1179 W George Homing �,j, ♦ `'F Southold,New York 11971-0959 Ruth D. Oliva , Chairwo n �0( �`a� ZBA Fax(631) 765-9064 Vincent Orlando eT 10/21/03 Telephone(631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD November 3, 2003 Mr. and Mrs. Gary Stroud 480 Soundview Avenue West Peconic, NY 11958-129J 1150 Re: Appl. No. 5326 —Variance (Grant of Alternative Relief) Dear Mr. and Mrs. Stroud: Enclosed please find a copy of the Board's determination regarding your application for a zoning variance. Please be sure to follow-up with the Building Department and other agencies having possible jurisdiction in this proposal. When submitting final drawings with amendments, and any other required documentation to the agencies, you may want to provide an extra copy of this determination during the agency final reviews. Thank you. Very truly yours, J Linda Kowalski Secretary Enclosure 11/3/03 Copy of Decision to: Building Department i y\ APPEALS BOARD MEMBERS �gUFF014-C Southold Town Hall Lydia A. Tortora. c :Z 53095 Main Road ri+ Gerard P. Gaehringer x P.O. Box 1179 George Homing O "F Southold,New York 11971-0959 Ruth D. Oliva Chairwoman ta�j��oa .dj� a0` ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 10, 2003 Appl. No. 5326—GARY AND DEBORA STROUD Property Location: 480 Soundview Avenue West, Peconic; CTM 41000-74-2-7. 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' property consists of 27,007+- sq. ft. of land area and is shown as Lot 47 on the Map of Peconic Homes, Section Two, filed November 28, 1967 in the Office of the Suffolk County Clerk. The property is located on the north side of Soundview Avenue West in Peconic, situated 260.04 feet east of Henry's Lane. This lot is improved with a two-story frame dwelling with front and rear deck additions. The October 29, 2002 survey prepared by Smith, Jung & Gillis, L.S. shows dwelling setbacks at 27 feet 6 inches from the west side line, 78 feet 11-1/2 inches from the front (south) lot line, and 16 feet 3 inches from the east (side) line, at its closest points. BASIS OF APPLICATION: Building Department's February 28, 2003 Notice of Disapproval, citing Section 100-2448, in its denial of a building permit to construct an addition to the existing dwelling for the reason that "a single side yard is required to be a minimum of 15 feet..." It is noted that the current zoning code bulk schedule reads that, on nonconforming parcels containing between 20,000 and 39,999 sq. ft., the side yards are required to be a minimum of 15 and 20 feet, for a combined side yard area of 35 feet. The applicants' proposed garage will result in a combined side yard area of 21.3 feet, with less than 20 feet on this westerly side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 19, 2003, at which time written and oral evidence were presented., Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct a two-car garage, 22'6" x 28' 3Y2 " along the west side of the dwelling, leaving a setback of five (5) feet from the side property line. The setback from the front lot line along the street is proposed at 76' 11%2 ". R Page 2—July 10,2003 Appl. No. 5326—G. and D. Stroud 74-2-7 at Peconic 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 produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Applicants propose to build a 22'6" x 28'3'/2 " garage attached to the existing dwelling, leaving only a five ft. side yard setback on the west side. The zoning code states that a parcel containing between 20,000 and 39,999 sq. ft. shall have a minimum single side yard of 15, remaining side yard at a minimum of 20 feet, for a combined minimum side yard area of 35 feet. In visiting neighboring areas along Soundview Avenue West and along Henry's Lane, no other houses were found with garage additions, at less than 15 feet from the side property line, or otherwise similar to applicants' request. Some lots are vacant. 2. The benefit sought by the applicants can be achieved by some method, feasible for the applicants to pursue, other than an area variance. The existing house has a setback from the northerly rear lot line, from the rear deck, of approximately 170 feet, and at least 105 feet from the closest northerly line. The rear yard of this proposed contains over 9,000 sq. ft. of land area, which is ample space to place a 638 sq. ft. garage without a variance from the Board of Appeals. Other options are available to locate a garage. In recognizing applicants' need for a garage for storage and vehicle parking, the Board grants an alternative allowing for a 14' x 28' 3-Y2 " garage, increasing the setback to a minimum of 13'6" (13.5 ft.) from the westerly property line at its closest point, for a combined area of 29.8+- feet. 3. The relief requested is substantial, resulting in a reduction of 15 feet, or 75% of the code requirement. The alternative relief for a combined side yard area at 29.8+- feet is also substantial, resulting in a 15% reduction or 5.2 feet less than the code requirement for a combined side yard minimum at 35 feet. 4. The difficulty was self-created when the 638 sq. ft. garage was planned as an addition to the dwelling in a westerly side location with setbacks that do not conform to the current Town Code requirements. 5. Grant of the relief as applied for will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. In recognizing applicants' need for a garage for storage and vehicle parking, the Board grants an alternative allowing for a 14' x 28' 3-1/2" garage, increasing the setback to a minimum of 13'6" (13.5 ft.)from the westerly property line at its closest point, and combined side yards at 29.8 feet. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to, enjoy the benefit of a garage, and does not preserve and protect the character of the neighborhood and the health, safety and welfare of the community. Page 3—July 10,2003 Appl. No. 5326—G. and D. Stroud 74-2-7 at Peconic RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Goehringer, and duly carried, to DENY the variance as applied for, and to GRANT Alternative Relief, allowing for a 14' x 28' 3-Y2 " garage, at not less than 13'6" (13.5 ft.) to the west side line, at a maximum height of 22 feet to the top ridge of the roof. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 4jr, 10411.63 Vote of the Board: Ayes: Members Tortora (Chairwoman)-, Goehringer, Orlando, and Oliva. (Absent was Member Homing.) his Resolution was duly adopted (4-0). Ruth D. Oliva, Chairwoman—Approved for Filing 10/31/03 APP OV D AS NOTED OCCUPANCY OR �r DATE: / B.P.a 366 ge_e USE IS UNLAWFUL FEE: -20 BY:-2LIL— WITHOUT CERTIFICATE EPARTMENT AT 702SAMTO OTigBIND4PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - OREQUIRED FOR POURED CONCRETEFLOOD ZONE " 2. ROUGH - FRAMING & PLUMBING 3. INSULATION COMPLY WITH CHAPTER "46" 4. FINAL - CONSTRUCTION MUST FLOOD DAMAGE PREVENTION BE COMPLETE FOR C.O. SOUTHOLD TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ..,STnr rT,n�l Lupi L YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. MEET THE REQL nEP, _,q o OF THE CODES OF NEW YORK STATE. COMD'-v WITH ALL CODES OF NEV � _TATE & TOWN CODES AS Fr- aow)ED A,•JD CONDITIONS OF X5,3�G S`uTHOLD TOWN ZBA 30:'HOLD TOWN PLANNING BOARD SC_THJ0 TOWN TRUSTEES N.'r S DEC IWPt " RM WATER RUNOFF PAF . - ` SECTION 45-10C OR Tm %1,N CODE. CFpTlrICATNJN OF NAIL ')NNECTIMA HL, jIRED. UNDERWRITERS CERTIFICATE REQUIRED FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) oC � Q�LP4z Q S �' -------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) Z O ..3 ROUGH FRAMING& — PLUMBING — r m INSULATION PER N.Y. — < 'y STATE ENERGY CODE — m FINAL r ADDITIONAL COMMENTS z Z m A W k A� CNb T j H d O � z — I � a 0 b "j TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN H./LL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ^ Survey vvwvv. northfork.net/Southold/ PERMIT NO. wt=�IB� Check Septic Form N.Y.S.D.E.C. Trustees Examined Ili 20 Contact: _Approved 4 20__y Mail to: Disapproved a c_ _ / Phone: Expiration '2 ,20 {� Building Inspector APPLICATION FOR BUILDING PERMIT b �WQ Date . 206Y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. A% ina (�. S (Signature of applicant or name,if a corporation) 490 Sundvrrti Ave, v, .con i(. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Gl,VJ L)elndra- s Stre)t/d (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: �-, 8AvE. IA)rsF P«niG House Number Street �J Hamlet County Tax Map No. 1000 Section ( Block1, ra Lot Subdivision Filed ltdl9pB �g•» , O.W. Lot (Name) itYJ$,Stmaito2 01 W kcll ftt�rA a�tpx3 tutuiatenul 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy V v ru, 1A be s i d g* E.e, b. Intended use and occupancy 1 eS i dze c.,— 021 u,S a!rq=*- 3. Nature of work(check which applicable): New Building Addition_ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I 0-6n. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /y A 7. Dimensions of existing structures, if any: Front Rear S�De 5' `y `4 � Depth i Height ? Number of Stories r9, Dimensions of same structure with alterations or additions: Front 59 ' 3i " Rear 7d 3L4 Depth 27/ �// Height � '51r+F, Number of Stories 2- 8. Dimensions of entire new construction: Front I `f 1 O Rear i 0 ` Depth 2 V4 Height 13 ' (- '1 Number of Stories 1 9. Size of lot: Front L1LQ �t. Rear IW-4f, Depth -297 .54 10. Date of Purchase UZ Name of Former Owner G. Pea vct 11. Zone or use district in which premises are situated res 7d&-'4i a) J 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_N�OI✓ Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises 1f rU yd Address Liao S�,,dv,a, Ag. 0, Phone No. 7(.S-94't S Name of Architect e,)ru u ess t n a Address EaW I&A , N'( Phone No 427-6 !,9 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. In. 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 OFF,-cuf J/ 1 C d d- LL being duly sworn, deposes and says that(s)he is the applicant (NarAe of individual signing contract) above named, (S)He is thei7Y1 P�5 (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�tp l re me this (0 day okjPAak4. 20 41� Xfi S�r4 Not4 Pu he Signature of Applicant CMKST Ndwy xk � =in BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: �1 /04 APPLICANT: �-_��t � - DATE SUBMITTED: dlL /0/�4`� SCTM#DISTRICT: 1,000, SECTION: , BLOCK: o; , LOT: SUBDIVISION:?ccwl/c 0/rE ADDRESS: k) Latmdvl�'„ A4.CITY: ac0A,%'c- ZONING DISTRICT: '— CONFORMING? i✓v BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP22 o2 -Z/C/0 Z--2-202� INFO BP�2y9 -Z/C/0 Z- �� , INFO ,6creXA7y,,j,BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE: 4,0";REQ. LOT COV. ACT. LOT COV.. REQ. FRONT �10 PROP. FRONT 7-REQ SIDE ; ACT. SIDE /3, z kZd REQ. REAR f b PROP. REAR— REQ.HEIGHT PROP. HRIGHT PROJECT DESCRIPTION: Al-)DSI)c,7S 7-6 5 FD- 4��� ESTIMATED PROJECT COST: ARCHITECN � WATERFRONT? NO DESCRIPTION: - PANEL # Z611 FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or 0 (BED#): DTE: /_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or GEPTIC CE IFICATION: Y O NEW YORK STATE DEC: PRE-DEC 9/1/75 YES ortp DTE:_/_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: Y 0220 DTE _ PERMIT#: TOWN ZONING BOARD APPROVAL: or NO DTE: //U/,3 PERMIT TOWN PLAN. BOARD APPROVAL: YES or(O DTE _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or® NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 .YES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: q SF FEE FEE FEE 1. SF)-( SF)= SFX$ =$ +$ +$ =$ 2. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ 3. (- SF)-( SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ ,57 O NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:Y/N EGRESS 5.7 S.F.:Y/N LIGHT 8%:Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) HEF ONLY 1000-074=02-007 SEG SHO JOB 10424 iyr � oi� iT 0.56 � , i2 ^ ~3,e�aaT N 49 0�6�µ�D,6U7ONP 0P'E �*� N 2'V M�! A i1.eM ' Y T2� b2�a Pp 711 0''-A -F.I I5A e�Y6�0;4 UA 10 N. a�$ � ��T • � F.P Y� til 3,n4 1 T C 4 �ape K w i M pij6 � ie� O 1us Q -- �o z wo T ue � 2� ` .6;2 O 14-$ Z �O 7FS n o 2 . L O N e i � �o� a 9•Ils pp Q o �Q a � k %t;ft a SHED a°o p $eoTO y 2 4 E 3 O O y T FD, PIPE 0-1'N, 0'7'9 N2-24-30E •-S O ea 04,5p_s„E 4 44.75F.P T a (I J +III aak.T ^ ' " i tI o° y ; m�o � a loj t n' ( aW I u S 2TOVOa a at) o ~ ivaia . nMo T \.. l� ; � ) o v! °bV eTT a LOT 47 r\< 2 2�M >Q C ° n t �' Lu =o12Ti N 2 �nT ° 2Cb LL 2 0 2 c ) Cayo �% y o ) l) i FENCE I'-10"W aae: e2$n 2C f) ',h n n. T tf) .Wn 2 t t : -- .,�co �< 402'°^x° a C) ( I a y1r 21' r � °a$ Tm*y e i E.3�7�•E LLk FRAME ( � I yaxfta e c na, o1, ° - i a 1 - DECK 1 , 2 a t i n FR. 1'.S'IO I -b. I C.D. 10-3 2 SHED 2io o P 56'3iM I 1 hSn n n e" JTUKI Na ~°Y 2 `� FRAME DWL6 - W 00 070 T W , N 2x kT, F ,= 2 -6" 44-3 ' I h 1 � F.P 1�5"W. � q 24 em 1,5-(p° �4�-O FRAME DECK c 100 a Ta JR SUPS ? n sig T AN ° UO; ow N m MT� o ° v T n In 4 _ 260.04 100.00 m v a y F.P. A;d%k J� . �, 0LR's V 5 6 17-10 W p`I)"W i"3 w r - PL_AN SOUND VIEW AVE. S-vRVEY OF : -Rr Situated at Surveyed by A , VR Afl-C SMITH) JUNG 4' GILLIS TOWN 0 F A91r- h _ Q �, _ SUFFOLK CO'U`N'�Y Proftsaiono Land Surveyor NEW Y0---14K 1�0 MEOFORD AVE. SCALE: 1"-30' PA7'7H06UEP N. V, Phone 475-3192 Survey Certified to : DEPPA STROUD LOT NO$, SHOWN HEREON REFER TO MAD GARY STROUD OF PECONIC HOMES SECTION TWD, FILED TEACHERS FEDERAL CREDIT UNION NOv,28, 1967 AS NO.5001. FIDELITf NATIONAL TITLE INSURANCE CO, OFN•Y. DATES SURVEYED ) OCT0.5ER 29 200? 6TR000 AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS I Table 3.7 Rafter/Calling Joist Heel Joint Connection NOTE: _ GENERAL NOTES 1 jJGINT DESCRIPTION NUMBER of NAllS NAIL SPACING Requirements far 20 psi Roof Live Laced --- 1 DRAWINGS ARE NOT i0 BE SCALED USE DIMENSIONS ONLY REQUIREMENTS OF CHAPTER 25-32 OF THE RESIDENTIAL CODE OF NEW YORK STATE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS 1„*WLR THE PWMB NC SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 1 Rafter to Top PIo4 (Tprnalled) (pe Table 3,7A) pts miler Gelling Jolel to Tap Plot, (Toe-nulled) ( . Table 3.3A) per Pbo I THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE AT JOB SITE ANY DISCREPANCIES OR OMISSIONS FROM PLANS Coiling Jolal to Parallel Rafter (Toe-malted) (u, Table 3.7) each Pap Roof Span (ft.) Raaf Span (ft.) REQUIREMENTS OF CHAPTERS 12-23 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION j W THE RECORD ARCHITECTNENGINEER AND SAME CORRECTED Collar Joist Lop, over(Face Callen (Face-nailed) (eR Table 3.7) pate lap THE NEL GAS SYSTEMS SHALL BE HE RESIIJ N ACCORDANCE WITH THE 'WITHIN (5) DAYS AFTER CONTRACT RESPONSIBLE FO OTHERWISE 12 ZD Z0 JR I2 20 of Je R. 5 SI LL R Tr, /4OTl _�� REQUIREMENTS OF CHAPTER Z4 OF THE RESIDENTIAL COPE OF NEW YORK STATE I CONTRACTOR WILL BE HELD RESPONSIBLE Pofl SAME Collor Te to Roibh (Foca nutted) (... Table J.1) pre tie J Blocking to bolter (Fac,-nolle) 2-5d Pah end Rafter Slope Rdher Spacing (Ion) Neque p Number of led GOmmm Required Cepdtio of Feel Joint 2) 2%� SILL FLATS / _ - - _ _ _ _ - - 2 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS Naib per Hol Joint Splice LmnrdlAn (lbs) WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, RICO Board to Rafter ( (End nailed) 2-1ee ,doh and 51MPSON STRGN6-TIE --%��/•'%- E Rim12 4 1 1 11 320 070 1123 1007 IMP6.Xj PLATE FR61 "" e n 1- THE CONTRACTOR SHALL STOP WORT( AND NOTIFY ENGINEER, ` - 3:12 11 e e II 14 420 717 1025 141g ASPHALT ROOF LAP FOUNDATION /CONCRET- SHOULD HE FAIL i0 FOLLOW THIS PROCEDURE AND CONTINUE THEREFROM. THE ENGINEER SHALL NOT BE LIABLE FOR ANY LOSS Top Plate to Top Plate (face-ct-ir 2-1 ad pN Io01 2{ 7 II 15 Z1 510 1152 1040 2134 B/8 FOUNDATION REQUIREMENTS OF CHAPTER A OF THE RESIDENTIAL CODE OF N.Y. STATE OF PRODUCTIVITY OR DELAY COSTSNTH THE NEAR, HE SHALL DUE TO DISCREPANCIES IN ALL RESPOI Top Plates at Intenwllon, (Face-naibd) 4-10d Joint std, CONTINUOUS COPRA VENTTIW GR E DESIGN BARED UPON PRETS OF VE LOAD BEARING VALUES OF SANDY GRAVEL THE PLANS NOT FOUND BEFORE THE START OF CONSTRUCTION, Stud to Stud (Fa.r-nulled) 2-1Bd 24' o.c. IZ J 0 e e 240 432 1117 600 Q ' Header to Hander (Face-nulled) last 1B" Am, aloin ,dpoo 4;12 111 A 0 B I1 312 675 621 7004 51MPSgN . • AND/OR GRAVEL AT 3,000 POUNDS PER SQUARE FOOT CONTRACTOR TO CONSULT 3 CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL S Cor-PACK /2" PLY-WP SnEALTEIN6 55TA25 ANCHOR D0.T' ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION, OR TEST 14 5 p 12 le 1110 001 1231 feoo TYP FOR PROPER VENTING d y HOLE MUST BE DONE TO DESIGN ALTERNATIVE FOOTINGS AND FOUNDATION WALL DESIGN BE RESPONSIBLE GOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE ALL FOOTINGS SHALL BEAR DIRECTLY ON UNDISTURBED SOIL HAVING A MIN. SAFE COLLAPSES, DISTORTIONS, AND OISILICNMENT ACCORDING i0 ALL Tap or Bottom Plot. to Stud (Enf lbd) 2-16d per 2x4 elud 'A2 J 4 6 7 IDR Joe 494 040 IZ Ar, (L 3-16d per 2.6 stud 5:12 10 3 6 7 9 257 460 087 351 Allies,,M I BEARING CAPACITY OF 3 TONS P.S.F. ALL FOOTINGS SHALL BE POURED ON A LEVEL APPLICABLE CODES, STANDARDS AND GOOD CONSTRUCTION 4-16d per 2.8 stud 24 4 7 10 13 3111 692 Dee 1200 SIMPSON LSTA-I5 STRAP O 'C A SURFACE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL VERIFICATION OF THE PRACTICES Bottom Plots to Floor Jol.l, Band Joist. 2-10d pm fool STRAP WITH 14 ICH] NAILS TI ' ASSUMED SAFE SOIL BEARING VALUE, A 4 IF THE ROUTING OF ANY PLUMBING LINES, A/C DUCTWORK OR '12 J J 4 3 IJ7 iQ 373 age d ^ CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHORS, INSERTS BOLTS. SIMILAR UTILITIES REQUIRES THE CUTTING OF ANY STRUCTURAL End Jald or Slacking (Fou,-nulled) 11 3 4 e 1 102 320 700 01111 SLEEVES, ETC„ AS REQUIRED BY OTHER TRADES. MASON SHALL VERIFY THE OIMENSIONr COMPONENTS, (JOIST, BEARING WALL STUDS, HEADERS ETC ) ],12 2x8 REAR RR L' Or• ).1 24 3 5 7 g 271 WI 703 014 It ^ OF ALL REAM POCKETS, SLEEVES ANO PENETRATIONS BEFORE SETTING FORMS THE ENGINEER U5T BE NOTIFIED FOR APPROVAL BEFORE Joist to SIII, Top Plate or CNdm (T.1-n0iled) 4-ed per Ia1d q . ANY CUTTING MAY BE DONE Bridging to Joist (Toe-nulled) 2-Bd each and 12 3 3 3 4 T1422 274 350 2x10 RIl7(oF 1 �f't'E ^ ' ALL CONGESTS SHALL BE J,000P PSI EXPOSED TO WEATHER Y AIR ENTRAINED Blocking to Joist (To•-ndlbd) Z-5d wIh entl 4112 10 ] 3 4 5 ]B/ 473 n 5, RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANTS ARF. Blocking to SIT or Top Plate (Toe-nolled) J-10d acute block Z4 ] 4 t 7 640 712 ilJ f. • ^ n ^ POUR NO LONCREtE ON FROZEN CROUNO OR IN FREEZING WEATHER NOi RESPONSIBLE POR SUPERV190N, INSPECTION, OP Ledger Strip to Beam (Face-nailed) 3-16d each Joist 12 3 3 3 J 205 257 OIw ALL WORK SHALL CONFORM TO A CI NATIONAL CODEADMINISTRATION OF THIS CONSTRUCTION PaOJE(T Joist an Ledger Boom (Toe-nall.d) J-1d par Joist 12112 11 3 3 3 4 274 355 rr aII 6 ALL HEADERS TO BE (2) 2'x8" UNLESS NOTED OTHERWISE P 24 J J 4 6 a12 534 DETAIL A @ RIDGE la ALL BEHAN d, REINFORCEMENT SHALL CONFIRM TO ASTM A-615 GRADE 60 Band Jabl to Jobl (Entl-nutted) J-1Bd per tel l7 f� ��� r a • 7 ALL W000 FRAMING, INCLUDING JOIST REAMS POSTS, STUDS Band Joist to 5111 or Tap Plate (Tarnalbd) 2-164 per lou) I. Nailing requirements Mall be REINFORCE ALL POURED CONCRETE WALLS WITH (2) r5 BARS, VERTICAL k DOWFIfP ETC, O BE HEM FIR ND 2 GEIS F EAMSS OTHERWISE NOTED ^rP1 2permltbd to b• reduced 211E It nolle ars Flinched. s/.N-E "_ -G° INTO FOOTINGS MA%. 12'-0" OC FOP ALL WALL LENGTHS E%CEEOINC 20'-D"a 2, Het joint connwtlone are not required when the ridge M supported by a loca leg wall, 'WITHOUT ANY JOGS TYPICAL, 5 WOOD IN CONTACT WITH MASCMRr, CONCRETE, OR EARTH SHAI L StructurALL OPENINGS IN CONCRETE WALL SHALL HAVE MIN, 2- 5 i S EXTENDED Z-G" PAST BE TREATED i0 A MIN. NET RETENTION OE 401be CCA P C F nr wI -, MASAN.[ Pond, 0tl (m Table J./) header dr ridge board, Olaganal Board or 1*. lnp P / o NON-COMPRESSIVE TO TIJP AL rB 1"x6" or 1"xB" 2_5d 31 Wnm Inb.l.balte of art of the tan r b proved• sh nbe p matte or pbe ro to a badhwrinq OPENING EACH SIDE AND 2-P5 VERTICAL EACH 510E EXTENDING TO END 6UPPnp*n JOIST HANGERS, ETC 70 BE TECO" OR EQUAL FOR ALL per support wall, the tvly to t heel umbo cInmallon nqulnmmb shop b. permuted to be ntluced rlPl "nNpITInNS I"x10" or Wider 3-ed per support proportionally to the reduahon n .Pon. PROVIDE OR EXPANSION JOINT MATERIAL BETWEEN PC SLABS AND ADJACENT ao'�v3•bA1Hl'3(' c 1, Equlwlml nallln p pattern, ore required for ceiling last to Owing Joist lap eplkr, 1/2' ACONCRETEOR MASONRY WALL TYPICAL 10 FOUNDATION SILLS SHALL IE PROVIDED NTH INSULATION I/2" ANCHOR BOLTS (SSTB Z0) SEE CHART ON THIS SHEET FOR SPACING AND ALUMINUM R ALARMITE SHIELD Gypsum Walls oord g:y 5d aodm T edge / 10' O,Itl S, Tabulated f rest joint attic omnedllooR mquing ]lea r Aft rWfl,gtie. flet or edlFI Ila n t e Attest at 11 SMOKE DETECTOR ALARM DEVICE SHALL BE PROVIDE ON EACH Fn Inv I' .I1r`1iq�.l'{ti","Y(�?1fFL'�'�/�G,oO1 Me bottom of The tlUo ,path NTm aMllnq list or Totter lb, on locobd higher In Ib oltic B' POURED CONCRETE FOUNDATION WALL, B'-0" HIGH M ],OODP TEST W ADJACENT TO SLEEPING $PACCB MUST INTERCONNECT AS PER - rIn Structural P.nel. ed (u, Tabb 3,B) rya.., the tabulated hest PITH ...notion requirements shall de Inche000tl by We RKI.dng rectors / pq,/y T I1--�� T Fiberboard Panala ANGf1OR 4/UL VE AIL I]1 FOUNDATION WALL TO EXTEND A MINIMUM OF B" ABOVE TYPICAL GRADE 17 WINDOWS INDICATED SHALL BE AS raft BY ANDERSEN CORP 111-IILIFRICANE TIE OR EQUAL WITH HIGH PEIAFOAMANLE OI ASS IU= 25, R=4 p1 7/16" ad 3' ed a 5" nem C•lninp Hdphl/flaof ftl0ge hstpnl Heel Jolnl CoFact.,on AdM.lm,mt / MINIMUM DEPTH SECTION 4031 4 46" MINIMUM COVERAGE TO TOP OF FOOTING g / Focten yuY 5th 1F'S TN - � ----- 13 NO CONDUITS. PIPES, CABINETS ETC SHALL ENCROACH UPOIa 25/32" 5d J' ,d9, / e' ndd 5/0 DAMP PROOFING AT EXTERIOR FOUNDATION WALLS BELOW GRADE SECTION 8405 ANY FIRE WALL OR FIRE RESTRICTIVE PARTITION Cypaum WAllh.grd Sol coolan ]' edge / 10' field {/5 5 00 ) 16"x 8" POURED CONCRETE WALL FOOTING WITH KEY k 3-05 BARB EQUALLY 14 ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE INSTALLED IN ACCOk0AI1 Hordhoartl ad (m Tabb J.g) J/4 4,00 SPACED IN BOTTOM 1/3 OF FOOTING THE REQUIREMENTS OF CHAPTER 11-42 OF THE RESIDENTIAI (11W I Porticalaboortl Panels ed (111 Tgbb Sq) 2/1 SEAMLESS UJTTEF 15 ALL CONSTRUCTION seal BE W AccopparvcE wren THE Diagonal Board or l'. ', 1/� 00 NO FOOTING SHALL BE SET HIGHER THAN A JO' ANGLE FROM ANY OTHER FOOTING NEW YORK STATE BUILDING CODES, THE NEW YORK STATE BUILDING CONSTRUCTION MANUAL, AND 'HE NEW IORK STATE Wld.r 3, 4�"• a orR� u J-6d per rvpporl 1 oto ;;qp v 1x8 PINE f'AGIA LP SACKFUL SMALLWIN 3,000# S NOT BE HAVE PLACED AGAINST#5 BARS DTHEWAYS FOUNDATIONSPACES LL UNTIL „Ox 12 ENERGY CONSERVATION rD0E5 1"x6" or 1'X0" i Z-BAedp4ffyJyr�M er support 14 1.]J p0URE0 CONCRETE FOOTINGS BELOW STEEL LALLY COWMNS TO BE 30 Ti 1/3 OF rip WALL. ENERGY NOTES I+ Structural Panala HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS I' oa Lena Bd 6' wile / 12' field / BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL (SECTION 8404 1 71 1 THESE DRAWINGS CONFORM TO THE REOUIRCMENrS OF THE N r j ENERGY CONSERVATION CONSTRUCTION CODE FOR RESIDENTIAL gravies than I' 10d Ti. edge / d' 0•Itl --- VENTFI' VINYL SOFFIT • r + 4" POURED CONCRETE FLOOR SLAB WITH 6"X6"x P10/10 WWF @ 5mll POLY VAPOR PAPPIER BUILDINGS THREE STORIES OR LOSS IN HEIGHT Wag..Al Board Sheathlnq ��r i r DECK AND PORCH FOOTINGS AS NOTED IN PLAN 3,000E TEST AND MIN, 46' BELOW 2 THERMOSTAT OR TEMPERATURE CONTROLS SHALL NOT EXCEED 1'x6" Dr 1•x8" 2-ed per support AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION 1 • -. TYPICAL FIP415HED GRADE 75 F FOR HEARING A 70 F FOR COOLING SWITCH r.LnfK TOP or wider 3-Bd per eupporl --- I-'lP EXlER6R WALL �' OR MANUAL CONTROL SETBACV SHALL LIE PROVIDED 11 Table 3:9 Wall Sheathing Attachment f J LAVATORY AND SHOWER FlxrlYPES SHALL BE PPOv1pEp WITH I. Nulling nqulnmmb An bold on wall sheathing nolle 0' on-ombr of me ponN e1•• If wall sheathing _ Requirements for Wind Loads _ CONSERVATION CONTROLS NOT TO EXCEED THREE qp 1. le balled 3' on-Gael. At the panel edge to oblda higher ,hear cap.DiHa, nalllnq requirement, la stan.Ourvl - 4 INSULATION k VAPOR BARRIER STALL BE INSTALL EO TO PROVIDE member. mall be doubted, or Alternate d.nn,alar4 won ere blear places, Mall be used to mdlntaln load path. 1�p o CONTINUITY AT SILLS, CORNERS PLATES FTC 2. When wool be dE. I. o 1-16d O over connected mambo,, The tabulated number of nolle Moll be Fnlnl Mlb Wlndspntl (mph) PLUMBING NOTES 5 SEALANT A WEATHERSTRIPPING SHALL DE PROVIDED AT WINDOWS pnntllbtl to ba reduced to f-letl nal per /aa6 DOORS, SILLS, CRACKS, JOINTS, WALL PANELS WAIL PFNFTPArmAg DO 100 110 120 rp / ALL DOMESTIC HOT WATER AT 140 DEC. MAX SETTING AND ELSEWHERE REQUIRED TO PREVENT NFI IPAPnN MINIMUM DAILY STATIC PRESSURE (ADJUSTED FOR HEIGHT) - 53 PSI 6 INFILTRATION PATES SHALL NOT FXCEFO Sh Ownfil Sh,alhin or Pon.[ Siding WINDOWS - 5 dm/lIn,ft AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION E r c r c r c r MAXIMUM DEVELOPED LENGTH FOR WATER PIPING SUDING CLASS DOORS - srrm/aa n PE T' Hp�YY SWINGING DOORS - 1 0 dm Esq D Table 3.3A Rafter CelNn ,Joist to TO Plate $TmUrinq LocaVem Stud 6pAcWg *an"she Ppaml W IT wl Nd, VL I AIL 1J @ C.]-(ll I IT I \ (ADJUSTED FOR PRESSURE LOSS DUE TO FITTINGS) = P4 FEET I / 9 P (Ames, ..) (hall-, d,a.) r \ •r TOTALLY COMBINED WSFU = ]S.1 7. GLAZING SHALL BE INSULATING TYPE WITH MA% u-FAriOR OF 19 ` Lateral and Shear Connection Requlremenfs 1 e SCALP: "-I'-O" 6, EXTERIOR DOORS SHALL HAVE MAX IJ_FACTnR OF 5B (Prescriptive Alternative to Table 3.3) 14' Ed'. Zone FROM TABLE P29037. THE METER AND SERVICE PIPE MINIMUM SIZE - I INCH B. FOUNDATION WALLS SHALL BE INSULATED WITH R-IC DIG INS'1Le111PJ era film t' 12 t t DISTRIBUTION PIPING - 1 1/4 INCHES 1 / MIN, 21" BELOW GRAPE, IJNLFaS OrHPrWI:E SHnWm1 Fadool Mob Wlndepead (mph) mlerlar Zane 1q e � � ' ��� - H. VL C NOTES f"9R ENERGY COMPLIANCE SEE ' =?,4 • 10 ma Ion 1zG ,,f Skirt vnVeli Tie- e MS .ire• 't�t p•C • �� 1. ALL BATIHROOMS TO BE MECHANICALLY VENTILATED AS PER NEW YORK STATE COPE OAR., W Won Heart Numb. of Id Common Nal. Beard ShoclhPn or La Sldin Glpnq A.I.I. (IPJ (TornaR.d7Rpulnd M well RANer 6hwlXM 61uI Jud Sp.aog (In.) and/or Cdllnq Joist p $ So R, YWMm IMmb..I 0d Gammen N.Y, Reperk Safi ll New to Top Plots Connection (Mmes, per Support 9.4 Amt 104 1...lr awh - x \� Y a 11 1JD '. 12 0-10 J J ] 3 1ao.1r er.un G1 _ �V�4k I 1.. �� � � r 1-�G�' � 2. HVAC CONTRACTOR i0 VERIFY HEAT LOSS CALCULATIONS. Il- Net 16 6 J 3 3 3 4• Net .prM st KMnrnNhti.(Yppe1. IT 1t,pens Ard (In.) \\\ , -T^ 3. HVAC CONTRACTOR SHALL FURNISH AND INSTALL DUCTS, DEFUSERS. EQUIPMENT III 10 3 3 J 3 1, F. me swe lqr nM1H 4 Nel of IM1. .mme es 4 fool we. .Nadment. t'I r l , AND CONTROLS FOR THE COMPLETE H v,AC. SYSTEM, CODE REFERENCE NOTES MW b.Yr1. �� � 24 0 J 3 4 5 2 roof 12 Woh .. eat •astir comms samm" 1 u.md Ice "Hue nemhp 4. METAL DUCT WORK SHALL BE CONSTRUCTED GALVANIZED SHEET STEEL WITH THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE AVFRO� r, 10 3 4 5 5 vee dm m Ss For M1vrnh, num.nf eau oA2WNe,4p, Ins noY ryenD A MINNUM THICKNESS AS SPECIFIED IN TABLE M-1. THE DUCT CONSTRUCTION moil M rested�b 1 hens .. SHALL CONFORM TO THE REQUIREMENTS OF THE SMACNA LOW PRESSURE USING FRAME CONSTRUCTION MANUAL, HIGH WIND EDITION (WTCMT PUB11511FD H 1 mod Ucx T.A. ddl b Iemllld b p. .AM1Wr" b N .mens nonce Ion Fum�rinr N4h1, powwdpd box moss wrap b pemlltd b 04 wbutdod DUCT CONSTRUCTION STANDARD LATEST EDITION THE AMERICAN FOREST AND PAPER ASSOCIATION (1095) 2. whr nk", Old. Are wished pardd la real In. .m of t.tone". I 5 WHERE METAL DUCTS PASS TH80UCH ANY FIRE RATED ASSEMBLY, u L LISTED NON-STRUCTURAL ELEMENTS ARE BASED 11POM THE NEW YORK STATE HF110 ,, n Iter rollp, ant n.nne I'll mgt pool . .ens the Roast" numb. of 1 FIRE DAMPERS SHALL BE PROPERLY INSTALLED. CODE JANUARY 2003, FOR THE CLIMATIr aryl" GEHORAPHPAI DESIGN run FLf1, non.r.gmna, TABLE 8301 2(1) ON THIS PACE r. ow14 nlllthf, n. mo Pm a benob moil be 1. i.dd In TIN .,do 1 6 ALL DJGT WORK JOINTS AND STEAMS SHALL BE SECURELY FASTENED ANP AI o naw w colo Joist ohm falme4 g le , 2W try dp e 3 bm.e. h AIR TIGHT WHERE TAPE 15 USED FOR SEALING JOINTS IT SHALL NOT BE ALL NON-ENGINEERED LUMBER nI HI n01"1 n', race Y2 r.R PFTTLR .eah .1d. when No and to Id Try mill PART III - BUILDING PLANNING AND GDI`N �� WHO LIMITATIONS SECTION POOLSTRUGT GN 'l 11 1 MORE COMBUSTIBLE THAN FLAME PROOF FABRIC. 7. ALL DUCT WORK SHALL BE INSULATED WITH A MINIMUM OF 2 INCH THICK 3/1 CHAPTER 3 I, POUND DENSITY FOIL-FACED FIBERGLAS INSULATION, OR 1 INCH THICK 1 112 DESIGN CRITERIA SECTION 8301 21 1 1 AN F '1161 I I ; my WINO RIONr r I„ AMERICAN FOREST dC PAPER ASSOCIATION 83018.1.2 Intimal pressure EXO, IOOr `• POUND DENSITY LINER, HAVING A FLAME SPREAD RATING OF NOT OVER 25, FASTENING SCHEDULE FOR SIF11' H11m "ANI I S I P P _ G5 Z� wS IH�G.L A SMOKE DEVELOPED RATING NOT OVER 50 AND R-VALUE OF NOT LESS THAN S Table 3.4 Rldge Tension Strap Connection Requlremenfs Windows In bulldinge located in wind-borne debris regions shall Wood Structural pal with a minimum thickness o1 7/le• (11.tmm) DEAD LOAD SECTION 8301 3, LIVE Ln40 Sfr TITIN Rm1 q have fared �mingspprotected oe c partially wind-borne,- ond bullring In the and a maximum spore of 0 fool (2435mm) Moll be permitted for ..•..rSR..��Cp.�., �,[. TG 8. METAL DUCT WORK SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED -Ane lnwM eery opening protection IF one-and two story bulidIn2., Panel, shall be G/li•_4•wf•.rj5/ 1 1 ik- BY METAL STRAPS AND HANGERS " P��rn1 LPFAa Err ITN Prn., ...Ando.., with the SLAIN Code of New York Slate Slate glared openln , with attachment hardware LIGHT AND VENTILATION SECTION F'rnnneuln xae sews 9 precut b coach the p �r'3 ,m Arra. _ opening probotlAn for Large West. eebrle ,hall meet the or AHdchmenb .hob be In component with Table R301.2d,2 .•1 P'4C-K SL L,tp 9 FLEXIBLE DUCTS SHALL BE LIMITED TO 14 GEE, IN LENGTH GELLING HEIGHT SECTION PNI nqulnmmb d tM Large Mlnllr Tt,1 0l ASTM E 1998 and r ,hall ed In accordance toe with the components and stalling bode 6 Fade/ Mlb Wlndepootl (mph) Forum Mob Wlnd,pootl (mph) of ASTMS E 1"71 nbrmoe lherbn. .1 No.ne In locardonae WITH the provldpne AI Ib Building Code �/ i[JT 5-�'�D ID FLEXIBLE DUCTS AND Y FIRIC CONNECTORS SHALL NOT PASS THROUGH ANY WALL SANITATION-SECTION R306 al New YarN Elate. K �I FERRO, CEILING, OP ANY FIRE TORS ASSEMBLY tt�� TOILET BATH AND SHOWER cPo , 1 r DO 100 110 120 DO 100 11 1 0 � II FLENIBLE DUCTS AND CONNECTORS SHALL NOT BE INSTALLED WITHIN 5 FEEL nr I Numb.of ed Cmmm Not, h ren Pequl co Capacity of Ridge TABLE 301.2,1.2 ANY HEATING ELEMENT GLAZING SECTION R30B Roof Pitch Roof Spon (IL) end of 1 7/4' 20 gap, Strap Cann,dllon (PI) WIND-BORNE DEBRIS PROTECTION FASTENING 12 THERMOSTATS SHALL BE CAPABLE OF BEING SET FROM 55' F TO 65' F $CHEDUL FOR WOOD STRUCTURAL PANELS A of 1 boli mooed m o madmen •Ina Aped (A, I... gust) AND SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING pARAGES AND CARPORTS SFI'1x ry Pp 3'12 12 Z J { + 231 Jit Jp4 464 - - ---- 1 ,A EXISTS SECTION R]I1 20 3 4 3 7 315 +11 527 545 err Iia MPHI and moon nod at p .']] ted or Ion ll ra w,++�f'r /W/�, qL ,- FASTENER SPACING IN SEQUENCE 20 1 5 5 7 395 519 707 7W 00 00 B ratenm Krell A. Inololbtl of Appornp endo of in. wad Deno. EMERGENCY ESCAPE AND RF I, Iu nT"rNI• .n rr A4 sr fns ' 24 4 6 7 e a5 033 lee gee FASTENER Panel Spon Panel Span -Panel Span -Panel Span C. Nob. .hal m. toe ammw a 12a sox ban. rr� ..�\V p c,% L DHy 13 TESTING 1 28 5 e 6 - 554 727 910 1121 TYPE =2 feel s 4 fast 5 its 2e B feet D. More W.M. err. ot-hod to manor,or m.nm,,AIu..c, Ih.y Mall be Atllach.d uttlang Mbratior-rsdstant anchor. having a REFRIGERATION PIPING SHALL BE TESTED UNDER PRESSURE AND PROVEN TO PE IIODINES SECTION R317 32 3 7 - - 633 531 1000 1211 2 1/2' N6 minimum AnIthdn.l .opcdly of 490 pound, 1 TS . LEAK FREE, IHV A C SYSTEM SHALL BE STARTED UP, BALANCED TO DESIGN 36 0 0 - - 712 930 1102 1452 Woad ern, I6" 10' 12' q' E. Wood .Wdlurd panels Moll have a manlmum Hhif... at 7/10' B1 1 SPECIFICATIONS AND OPERATED IN BOTH HEATNC AND OCCURS MODES RAMPS SECTION R313 (listen) pnd1 a maximum d e IM (2135 mm) COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUrT10n1 STAIRWAYS SECTION R3Y4 4112 12 2 2 J J 152 247 312 312 2 Wood re iB" to' 18" 1Z" F. Pond. ent a noeat b d.d, N• gland openhp. wI1M1 CODE PART 4 0613,) BUILDING DESIGN B1 COMPONENT PERFORMANCE 15 2 3 + 4 252 412 111 010 Wood stew, Table I. s n SOC 1. proddd, 20 J A 5 5 315 112 020 537 G. Tubb b Woom S6Lq - IDDD .dlllon. APPROACH EQUATION 4-1 24 ] 4 5 7 371 17+ 723 lee 14. IS IT THE DIRECT RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE HANDRAILS SECTION 8315 C 28 4 5 7 7 441 577 727 512 THAT ALL UNITS HAVE POWER OF THE CORRECT VOLTAGE BEFORE CALLING FOP GUARDS SECTION 8316 32 1 0 7 1 604 559 531 1020 START UP OF THE TV ANG FURNISHED JB 5 6 e - 555 742 DJS 1147 1 15. ALL NATURAL GAS PIPING SHALL BE RNISHEO AND INSTALLED, ALL CAS L1NEa SVOKE ALARMS SECTION 8117 _ TABLE R 702 3 5 GYPSUM BD ATTACHMENT SHALL BE SCH-40 BLACK CARBON STEEL PIPE ASTM A-120 WITH MALLEABLE FOAM PLASTIC SECTION P315 5'12 12 2 2 2 3 145 190 240 295 _ IRON SCREWED FITTINGS ASTM 9-136 ALL GAS LINES EXPOSED TO WEATHER 16 2 Z J 4 103 253 320 393 THICKNESS APPLICATION ORIENTATION MA%. SPACING NOF NAILLS NOF SCREWS SHALL BE EPDXY PAINTED TED YELLOW FLAME SPREAD AND SMOKE s6rnnN •11" i 20 2 3 4 4 241 317 400 bof FRAMING_ -------- 91 16. ALL PIPING TO BE SUPPORTED WITH PROPER HANGERS, INSULATION SECTION P]20 24 ] J 4 D 252 310 450 679 J/3' CEILING PERPENDICULAR 10. O.C. _ 7 1Z 17, ALL UNITS TO BE SUPPORTED MTN MANUFACTURES SUPPLIED HANGERS DWELLING UNIT SEPARATION SECTION P321 1 2B 3 4 5 7 Me NS 560 see MOISTURE VAPOR RETARGETS SECTION R392 Jz 4 4 e 7 Me e07 ew Tee ere 4 e 0 7 454 570 720 804 1/2' WALLS EITHER DIRECTION 15' O.C, 0 16 8 12 12 2 2 2 J 7 171 211 214 L" I PROTECTION AGAINST DECAY SECTION H323 1B 2 z 3 J 15 zee 257 Jee 20 Z J J 4 210 205 Jet {b TABLE R 703.4 SIDING ATTACHMENTH 1, Va "To KYNAvOLB.�E rT� rrrerel PROTECTION AGAINST TERMITES SECTION R] 24 24 J J 4 5 262 342 431 625 I D01�(Jlµfu'I'FS dLRG 21 J 4 4 5 305 399 503 ale MATERIAL NOM. TRK. JOINT TREATMENT ATTACHMENT NUBER/SPIACING h�L�-hT1iP u"AFo.QBA SFE' SITE ADDRESS SECTION p325 32 J 4 5 6 350 457 575 70+ 1 36 4 5 / 7 303 514 5471 92 VNYL SIDING 0,035 LAP 0.120 NAIL 1 1/2'APL 3/4' SAME AS STUD SPACING *.Jr."** e-geopsE1����y,Tpm,,�Q�pTihf{�FjL. cF aVar"ll�su5xt7 ACCESSIBILITY SECTION R325 7112-1x:12 12 1 2 2 2 123 leo 201 745 CG1J Fol WtT hl T- *.%;RR�'n T ��n 5�� TM IWI`•eoAlws FLOOD RESISTANT CONSTRUOTION Sfr Ting RlP] 15 Z 2 1 3 104 213 207 327 CEDAR SHAKES - - - - TABLE 8301 .2 (1) • 20 z J J + 205 Zee 33+ +Og CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1"R- -TtOE 24 2 3 1 4 240 120 40l +90 GROUND Wlnd SEISMIC SUBJECT TO DAMAGE FROM WINTERMICS IELD 2B J J 4 5 257 77] +e0 072 32 3 1 e e Jze +2e 530 aa4 SNOW DESIGN Frost Ione DESIGNYIAENT FLo00 3e J 4 5 0 365 475 sox 730 LOAD SPEED (mph) CATEGORY Wwlherinp Depth Armib Dsaay TEMPRED HAZARDS j (TABLE 3.2 AWFCM HIGH WIND EDITION) - - -_ PROFS TONAL SEAL DESIGNED BY; �} � %A-i E1E5SjMbl - 1. Tmmm.a aa,n.au., rpuvmenb m maps en leer AWIE mea 2/] el mp Irl a V Lel Int (2/3x14.0 MODERATE SUGHT TO PROJECT T a Ahm In. bed.ta m.mb..l 0... mostal w sem .r1 d the ever h .e.1r b 1 .4 m.fnmhl he eller" SILL OA BOTION PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LJITERAL k SHEAR LOADS 45 110 C SEVERE J'-0' TO HEAVY MODERATE II f RLW Y ^ Qp�l.1 t - ------ - M rwwe.nw Mtn lobi. lob m.Mer rrry en1 dWlMnr ndhe g TIN ryYM. `' � l C M T+Iiff _ M. a cuter the or u..d d Na .l-Ile strap, Men t. s 101•Wena este nWYN h p.m ns d w ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIM TEpP MAXIMUM ANCHOR SF`' W• HE obis n. n..a nm .x.r4 As I.bul.ld nmm..M rex t ale ova. SUROATING EDGE NAIL SPACING �IR•) BOLT SPACING 0+ S,)� pj�'p�( �.,-p T.L. � ,,/ _ . . '_ _ _ 4 fabglatd pen-from rrwHmenb we epos en • Tom over ebb effel W Afforenl M,.W.. .,..hr., (1/2' ANCHOR BOLTS) t1 ^x'.� y f r, .. _ u1h1Y IN lobulube wlYr OY Np .pprryrMU mulllpRk Ire. II N,..w el Net. h a. me N,.eh rne. W , d'x YA( 6 q" -----_ -__--,_ �iq mcra. ,, pp.1d omnalM M1eraem 4 sepia $ILL PLATE TO FOUNDA¶ON STS ROOFS FLOORS BALCONIES - 1VL ENT) 2 STORY z3 DESIGN •��"''1 BULDERI '7DEL 7. Trbuler" len Ih rrahmmb wane ,men roof hrgrl d 37 ted rw mem red height.r a W .IM (CPA SPACE OR BASEM TAS 0A NISSION DWIr-Up W.DD CExAurc SPADED 1 z M{ N. Iobuloba wfun man 1. e.mNls to M mM9gr"IY a45 LOADS LI rll< CAA'. RLE.SLAIE Wo. DECK WALL BOTTOM PL IT TO FOUNDATION i STORY J f9 Es o6 Tore,. 01 s.... �"'• i d' Ride Strap q SLAB ON GRADER 2 STORY 3 35 DEAD LOAD PSr 1 RS 19 Ifi RS 7 YARD LUMBER STAULTWRAL LAM, g D Sp.can On.) 12 le 19.x 24 b 72 ( 1 T w01oo BEAMS 9 'i DRAWN BY, SCALE; DWG TITLE 11' r T 7 LIVE LOAD PSF l0 30 10 I0 60 f 37DV;S IN,, MURI Iter 1.00 1,J] 1.10 2.00 1.00 0.00 NOTE: MAX, IT FROM EACH o Npl ANO EACH SPLICE, PROMOS BEARING PLATE PtA1E BY SMPSOIN SFF DETAIL �r( Nur 70 SCALL re= 1AOD ll,xaw W. I�I=�� �� NO��� p sn0ow ;D'D PSF ss N.A. N.A. n- 1xo P,1. rte• "e II I. 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