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HomeMy WebLinkAbout31595-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32545 Date: 08/22/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2125 KENNYS RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 7 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 7, 2005 pursuant to which Building Permit No. 31595-Z dated NOVEMBER 14, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RIBAUDO LIVING TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 109882C 05/07/07 01/26/07 GEORGE FREDRICKS Authorized Signature 7ks' - 30&3 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction:Old or Pre-existing Building: n (check one) / Location of Property: dURS7 nPiYjh y S �D House No. Str�e/e Hamlet Owner or Owners of Property: /L �! b4 JCI Suffolk County Tax Map No 1000, Section 159 Block �! Lot —/ Subdivision Filed Map, Lot: Permit No. 5�S Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ (check one) Applicant Si ature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 5/7/07 375 Dunton Avenue 109882C East Patchogue, New York 11772 (631) 28&8842 Issued To: Mr. Sal Ribaudo Street: 2125 Kenny's Road Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: A. C. E. S. Incorporated Lic. # 35840-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor I] Indoor n Basement ❑ Hot Tub (X7 Residential I _I Det Garage ❑ Attic ❑ 2nd Floor U Outdoor X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 8 9 5 1 1 Dishwasher Washer/Amps DryerlAmps Oven Range(Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 Meter Amps Phase UG(OH Jacuzzi Television CO Detector 1 200 1 / X Bldg. Permit: 31595 u[ner rqulpment 1-200 amp WB Panel Hugo S. urdi President Rough Inspection: 07/11/2006 Inspector: Dennis Dennis Brandi Fnal inspection: 05/02/2007 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. jM254) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: //z6 Building Permit No. Owner: �ALV,4709E P/ -(3r4 L) 1J 0 (Please print) Plumber:O/c,P (Please print) lead. Fax (631) 765-9502 Telephone (631)765-1802 N I certify that the solder used in the water supply system contains less than 2/10 of 1 % Sworn to before me this r day o�20j)j_ 0/n /C Notary Public,County NOTARYPOS PUBLIC, IE St� a at N ew`brlt No.01D04634870 hh Commission tEvires September 30,� 10 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. 31595 Z Date NOVEMBER 14, 2005 Permission is hereby granted to: for : SALVATORE & MARIA RIBAUDO 10 ESPLANDE DR PATCHOGUE,NY 11772 AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2125 KENNYS RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0007 Lot No. 009 pursuant to application dated NOVEMBER 7, 2005 and approved by the Building Inspector to expire on MAY 14, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 TOWN OF OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON%S/STTRWnONj [ ] FIRE RESISTANT PENETRATION , f DATE 7�-l3 7 INSPECTOR 3�.s9s� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS• / c-�t Cel, I —,3 F - lo--3,-04 DATE INSPECTOR 3�sJ5,7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [,C] FRAMING/ STRAPPING [ ] FINAL [ ] Y [ ] FIRE SAFETY INSPECTION REMARKS: DATE 6-t- 04 INSPECTOR "'d " ' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [*---fFOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE s INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ?1 /7 /®Z INSPECTO FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -------------------------------------- �IV y FOUNDATION (2ND) J\ z ROUGH FRAMING & PLUMBING comma o �i t� ,� y -_ INSULATION PER N. STATE(/]NNEER,GGY CODE -Jef 'D r � `3 I� ?_ i FINAL r \ ADDITIONAL COMMENTS Do z m ro y � � z Z � d Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold L � Examined 20 Approved 20 Disapproved a/c Expiration —,20 1 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Check Septic N.Y.S Contact: % 2005 APPLICATION FOR BUILDING PERMIT I Date INSTRUCTIONS e: -"�l -�O-I kq(oq 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector %VIP • 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. (Signature of applicant or name, if a corporation) SALVATORE RIBAUDO 10 ESPLANADE DRIVE t*i<BIl QWF4&lM(s 0W[icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �eF}L (/ (.} `j' U2 �::: R j R Ay O o (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: House Number ' Street Hamlet County Tax Map No. 1000 Section C439 00 Block n 7, eo Lot 00 9, ©p o Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy `9t> m yy\ (f r O (2 e V b 9 f) C k b. Intended use and occupancy C0 3. Nature of work (check which applicable): New Building Addition V !/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost Lj 6 O ©� Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units sets -n Number of dwelling units on each floor 4,PU en If garage, number of cars One 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4 Rear 4 9 Depth 2l Height -Z/ Number of Stories / Dimensions /of. �same structure with alterations or additions: Front k V Rear If Depth •' Height Number of Stories / 8. Dimensions of entire new construction: Front Rear 2q { Depth 2.2� Height /1� Number of Stories 9. Size of lot: Front /q0 z Rear "0 / Depth /4-7,-5,_3 10. Date of Purchase 1113 XR,115 Name of Former Owner 0(Cf o>° --e hi On5rsi'cc7 1 1-1 1 I . Zone or use district in which premises are situated of 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 4` 13. Will lot be re -graded? YES 4//NO Will excess fill be remAwIRfipippectnises? YES i� NO_ a� 10 eSPLANADE DRIVE �E� 14. Names of Owner of premises 4., rQ V � b a4��fldress ' PATCHOGUE N.Y. 11772 phone No. Name of Architect1;?,pbA-'1 = , d h e l✓' Address4N Es r, 1), Sro"44 Phone No, Name of Contractor 4�/U � et' L d odo Address °r Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th s rn day of 2002' 1 otary Public LORI H. MONTEFUSCO Notary No 02MO6109802W YOrk Qualified in Suffolk County Commission Expires May 24, 2IF/ , Signature Applicant .. "OWN1Ul: ' H'S LA 119v (re . ARILA- 14,754 gq f1 ', . ucEa. 1 �.l a '. .P3+'ire c%•^�•'a�s 19y H. S CHICAGO TITLE INSURANCE COMPANY c5IGr 7ri•445; Am - 219 SCALE: 4, _ i " • � JO i y•.4.4 y `� Ql 1 �.l a '. .P3+'ire c%•^�•'a�s 19y H. S CHICAGO TITLE INSURANCE COMPANY c5IGr 7ri•445; Am - 219 SCALE: 4, _ i " ACAPP' - �AS,, NOTED AT, B. P. # J DEP , MENT AT 7e5-1 2 8 AM TO 4 PM FOR THE FOC_^v::NG INSPECTIONS: 1 F'3�1.JATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. UNDERWRITERS CERTIFICATE; REQUIRED DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. FLOOD ZONE �� COMPLY WITH CHAPTAR "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-100 OF THE TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRf-D AND COND'TIONS OF SC ni "'NN vi A'DING BOARD N.Y.S. DEC OCCUPANCY OR USE T WITHOUT CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1 % LEAD. rim Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Soiware Version 3.6 Release 2 Data filename: GARES COM CHECK\REScheckUOB#05-15Lrck PROJECT TITLE: RIBAUDO RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.12 DATE: 11/01/05 DATE OF PLANS: 11-01-05 PROJECT DESCRIPTION: Proposed Residence Addition DESIGNER/CONTRACTOR: Robert J. Gruber, RA. 476 Expressway Drive So. MedfDrd, NY COMPLIANCE: Passes Maximum UA = 110 Your Home UA = 101 8.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimet R -Value RR- aluc 3Lracist 3L Ceiling 1: Flat Ceiling or Scissor Truss 528 38.0 0.0 16 Wall 1: Wood Frame, 16" o. c. 544 15.0 0.0 37 Window 1: Wood Frame:Double Pane with Low -E 27 0.350 9 Door 1: Glass 40 0.350 14 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 528 19.0 0.0 25 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Profssional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belied and professional judgment, such plans or specifications are in compliance with this Code. � A Date_ a c' c 1 gp' O4t REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Soiware Version 3.6 Release 2 DATE: 11/01/05 PROJECT TITLE: RIBAUDO RESIDENCE Bldg Dept, Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: I Above -Grade walls: [ ] 1. Wail 1: Wood Frame, 16' o.c., R-15.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low -E, U-Wor. 0.350 For windows without labeled U-Wots, describe fazums: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] 1. Door 1: Glass, U -factor. 0.350 Comments: Floors: [ ] 1. Floor l: All -Wood Joist/Tmss:Ovcr Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources ofair leakage must be sealed [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder. [ ] Required on the warm -in -winter side ofall non -vented franred ceilings, walls, and fioms. I Materials Identification: ( ] Materials and equipment must be installed in accordance with the manuicturer s installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manu6cturer manuals fir all installed heating and cooling equipment and service water heating equipment must be provided [ ] Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply duds in unconditioned attics or outside the building must be insulated to R-8. [ ] Return duds in unconditioned attics or outside the building must be insulated to R4. [ ] Supply duds in unconditioned spaces must be insulated to R-8. [ J Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] Rdum ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Dud Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must berated UL 181A or UL 18113. Exception: Continuously welded and locking -type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Foch dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required Tor each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe rises must have a heat trap on both the inlet and outlet unless the water heater has an integral beat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ J ( Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 "F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Apes. Insulation T i .Imes, inn has by PiRlSiM Heated Water Non-Circulatine Runouts Circuljjing Mains and Runouts TemRM= (F) up to 1" Un to 1.25" 1.5" to 2.0" $e2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness fur HVAC Pipes. Fluid Temp. insulation Thielmess On in hese by Pipe Sias Pinina�Cystem Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for fed water) Cooling Systems Chilled Water, Refige ant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Deportment Use Only) GENERAL NOTES: 1 ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENTS SHALL CONFIRM TO THE REGLASTIONS OF THE N.YS UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE, APPLICABLE PROVISIONS OF ALL REFERENCED STANDARDS, AND LOCAL CODES HAVING JURISDICTION 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES 3 ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECENDENCE OVER SCALING, NOTIFY ARCHITECT OF CONFLICTS 4 ALL CONCRETE SHALL BE MINIMUM Fc= 3,000 PSI STRENGTH AT 28 DAY TEST 5, ALL FOOTINGS SHALL BEAR ON UNDISTURED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L,B PER 5F 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH N Y S AND LOCAL CODES 7. ELECTRICAL SHALL BE IN ACCORDANCE WITH N E S AND CERTIFIED BY N.Y S BOARD OF FIRE UNDERWRITERS. 8 ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN Fb=875 P S I UNLESS OTHERWISE NOTED 9. ALL STRUCTURAL HEADERS TO BE (2) 2'6' UNLESS OTHERWISE NOTED la ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. 11 ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE N YS ENERGY CONSERVATION CONSTRUCTION CODE REOURIMENTS 12 HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER N Y S CODE SECTION 83101 1 MIN, 5 S F OPELNING ON FIRST FLOUR VA TH 20" MIN WIDTH AND 24" LIEN HEIGHT, 5.7 5F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR 13 WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULF'ED i A REFERENCE STANDARD FOR DESIGN OF STRUCTURE 1) AMERICAN FOREST AND PAPER ASSOCIATION (AF k PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS DESIGN LOADS: R30L3 DEAD LOAD THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD WITH FLOOR CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EQUIPMENT. UVE LOAD AD Ib 8301 4 UVE LOAD THE MINIMUM UNIFORMLY DISTRIBUTED LIVE DEAD LOAD 10 It, LOAD SHALL BE AS PROVIDED IN TABULE R3D14 TOTAL LOAD 50 Ib ROOF GROUND SNOW LOAD 45 Ib DEAD LOAD 10 Ib. WIND LOAD 10 Ib, SEISMIC CATEGORY "C" (EXEMPT BASED ON RESIDENTIAL CODE OF "NEW 'YORK STATE" SECTION R301 12 (SEISMIC PROVISIONS) TABLE R301.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT) FASTENER SPACING 60 DECKS 1 40 4 FOOT 6 FOOT FASTENER PANEL SPAIN .PANEL SPAN <PANEL SEAN TYPE s4 FOOT s6 FOOT s0 FOUL STAIRS 40 c GUARDRAILS AND HANDRAILS d WOOD ZINC ALLOY 0027 — CREWS IB" — — 2 1/2 M8 16' 1" WGI 20 SCREWS- -. ... i A REFERENCE STANDARD FOR DESIGN OF STRUCTURE 1) AMERICAN FOREST AND PAPER ASSOCIATION (AF k PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS DESIGN LOADS: R30L3 DEAD LOAD THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD WITH FLOOR CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EQUIPMENT. UVE LOAD AD Ib 8301 4 UVE LOAD THE MINIMUM UNIFORMLY DISTRIBUTED LIVE DEAD LOAD 10 It, LOAD SHALL BE AS PROVIDED IN TABULE R3D14 TOTAL LOAD 50 Ib ROOF GROUND SNOW LOAD 45 Ib DEAD LOAD 10 Ib. WIND LOAD 10 Ib, SEISMIC CATEGORY "C" (EXEMPT BASED ON RESIDENTIAL CODE OF "NEW 'YORK STATE" SECTION R301 12 (SEISMIC PROVISIONS) TABLE R301.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 1 40 PASSENGER VEHICLES GARAGES o 50 o ATTICS WITHOUT STORAGE Kc 10 ALTOS 'MTH STORAGE b,c 20 ROOMS OTHER THAN SLEEPING (ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 c GUARDRAILS AND HANDRAILS d 20Q I ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2.000 POUND LOAD APPLIED OVER 20 -SQUARE INCH AREA b NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS c. INDMDUAL STAIRS TREADS SHALL BE DESIGNED FOR THE UNIFORMLY USTRIBUIIED USE LOAS OR A 300 POUND CONCENTRATED LOAD ACTING OVER M AREA OF 4 SQUARE INCHES, WHICHEVER PRWWCES THE GRATER STRESSES E A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY PUNT ALONG THE TOP, • AITCES CONSTRUCTED WITH WOOD TRUSSES SHALL BE DESIGNED TO ACCORDANCE WITH SECTION ERIC 10.1. L SEE SECTOIJ 8502.21 FOR DECKS ATTACHED TO EXTERIOR WALLS F MATERIAL MINIMUM THICKNESS (Inches) GAGE WEIGHT (pounds) CI°PER — — 1 ALUMINUM 0024 — — STAINLEEE STEEL — 28 — GALV ANIZED STEEL 0.0179 26 (zinc meted G90) _ ZINC ALLOY 0027 — LEAD — — 2 1/2 PAINTED TERNS 20 I� CLIMATIC 6 GEOGRAPHICAL DESIGN CRITERIA - NYS CODE TABLE R301,2(1) GROUND I WIND SEISMIC SUBJECT TO DAMAGE FROM 1,2 HINTER ICE SHIELD SNOW DESIGN MOST LINE DESIGN UNDERLAY- ROOD LOAD SPEED a (mph) CATEGORY g WEATHERING 0 DEPTH b TERMITE c DECAY d TEMP, f MENT HAZARDS h REQUIRED 45 1 I 1 120 MITI H. C SEVERE 3'-0" MODERATE SUGHT TO 1 11 REQUIRED N/A 70 HEAVY MODERATE At WEATHERING MAY REWIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REWIREMENTB OF THIS CODE, THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (IA "NEGUGIBLE' OR SEVERE") FOR CONCRETE AS DETERMINED FROM THE WEATHERING PRWABIUTY MAP [FIGURE 8301 2(3)1 THE MADE OF MASONRY UNITS SHALL BE DETERMINED MGM ASTM C 34.0 55, 662,6 73. C 90. C 129. C 216 OR C 652. b. THE FROST LINE DEPTH MAY REWIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R4031(1). ME JURISDICTION SHALL FILL IN THE MOST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE c. THE JURISDICTION SHALL FILL, IN THIS PART OF THE TABLE WITH "VERY HEAVY TO HEAVY TO MODERATE," OR 'NONE TO SUGHT' IN ACCORDANCE WITH FIGURE R301.2(6) DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. It THE J11RISUC11ON SHALL DLL. IN THIS PART OF THE TABLE WITH "MODERATE TO SERVER TO MODERATE "NONE TO SUWr IN ACCORDANCE WTH FIGURE 8]01.2(7) DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE, e. THE JURISDICTION SHALL FILL IN THIS PMT OF THE TABLE WITH THE WEND SPEED FROM TIE BALD WIND SPEED MAP [FIGURE R301,2(4)) WIND EXPOSURE CATEGORY CULL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WEN SECTION R301 21A L REFER TO TABLE 1 2, 'WNTER DESIGN DRY -Bi TEMPERATURE" COLUMN 9 THE JURISDICTION SHALL FILL IN THIS PMT OF THE CALLS WTH THE SEISMIC DESIGN CATEGORY DETERMINED SROM SECTON R3012.2.1 h. THE .JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WTH (o) THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL ROOD INSURANCE PROGRAM (DAIS OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (b) THE DATE(S) OF THE CURRENTLY EFFEBTVE FIRM AND FBM, OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY AS MAY BE AMENDED. SEE FIGURE F301.2s) FOR GROUND SNOW LOADS. PIOGE STRAP SPACING ( " - tfi 192 2., 16 72 M! ILTIPLIEF 1 EN M:11 1 33 160 2 00 M1 00 6(10 -� REQUIREMENTS 20 psf ROOF LIVE LOAD ROOF SPAN Ut) ROOF SPAN (it) 12 1 24 1 2B T3E 12 N 28 3( REWIRED NUMBER OF REWIRED CAPACITY OF RAFTER RAF IEE 16d COMMON NAIL PER HEEL HEEL JOINT COIDE_TION SLOPE SPACING (In) JUNE SPICE +,z.a.4 Ubs) I -U3 12 4 6 B II 320 516 823 10 3 12 16 5 a n 14 426 1➢c 1095 14 24 7 it 16 21 640 1152 1646 21 12 3 5 6 8 240 432 617 ED 4 12 16 4 6 6 11 319 575 821 10 245 9 12 16 480 854 1234 16 12 3 4 7 192 346 494 61 5 12 lfi 3 5 7 9 255 AGO 557 85 24 4 7 10 13 M4 692 98B 12 12 3 3 4 5 137 247 353 45 711 Ifi 3 4 5 6 182 328 OO 60 24 3 5 7 9 274 494 706 91 12 3 3 3 4 107 192 PI }5 9-12 16 3 3 4 5 142 255 36I 47 24 3 4 6 7 214 384 546 Ji 12 3 3 } 3 80 144 106 Ifi 12 12 16 3 3 3 4 106 192 274 35 2A 3 3 4 6 160 286 112 5] INKING REWIRMENTS SHALL BE PERMITTEO TO BE REDUCED 25Z OF NAILS AT CLINCHED {EEL JOINT CCNNELT13N5 ARE NOT REODUIREO WHEN THE RIDGE 15 SUPPORTED BY A LOADMARI NALL. HEADER UN RIDGE SCAM WEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOADBEARING WALL THE TABULATED HEEL JOINT CONNECTION FLWIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION HIV SPAN 'QUIVALENT NAILING PATTERNS ARE REQUIRED FOR NEILING JOIST TO COUNG LOST LAP SPLICES TABULATED HEEL JOINT CONNECTION REOUIREMENTS ASSUME CEILING JOUSTS OR RAFTER TIES ARE _OCATEO AT THE 6070M OF THE ATTIC SPACE ON CEILING JOUSTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE. THE TABULATED EL JOINT CONNECTON REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWNG ;ACTORS OEIUNG HEIGHT / ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT FACTOR 5/6 6 DO 4/5 500 3/4 400 2/3 ] 00 1/2 200 1/3 150 1/4 33 /5 125 1/6 1 20 1/10 111 SHEAR WALL SEGMENT DETAIL NT5 _ PER WFCM FIG I5 d: SEC 3,44' MIMIMUM SHEAR WALL SEGMENT SIZE ASPECT RATIO H/L 3 1/2 WA�_HT1H1 SEGMENT WIDTH IWl L - 2'-4" -— - 10'-1" 3._C,. USE SIMPSON PHD2—SDSE HOLO DOWN w/ SSTB16 .ANCHOR, BOLT 1/2" CDX PL'rWOOD SHEATHING L6' EXTERIOR w/8d NAILS @ 6" OC EDGES & 12" O.C. IN THE FIELD, 1/2" GYP BD. INTERIOR w/ 5d COOLER NAILS @ 7" 0 C. @ EDGE & CI 10" 0 C. IN THE FIELD , /USE "SIMPSON" PHD2—SDSE HOLD DOWN Lw/ 5/8" TREADED ROD TYP. CONNECTION FOR TWO STORY APPLICATIONS HEADER ANCHORAGE DETAIL LSTA21 18 G4GL 1 1/4"x24" MIN\\ STRAP TO TIE DOWN STUD TO _ SILL PLATE TO FOUNDATION FLOOR JOISI- BRIDGING LSTA21 _ SINGLE STRAP APPLICATION (MULTIPLES MAY BE USED) USE "SIMPSON' -LBPS 5,/8" REAPING PLATES AT EACH ANCHOR BOLT. 'SIMPSON* TYPICAL NO INSTALLATION FLOOR JOUST INTALL CROSS BRIDGE WAIN 8'-0" OC TO SILL PLATE (ab- SLAB DETAIL USE SI SON' C'S18 1 1/4°x18 G -- 1 GALV COIL STP,A.P W/ (4)-10d 1 NAILS @ EACH END OF STRAP 16" O.L ( INSTALL 16, 16" -IN CEN Use every of Fier nml hole In o row to provide the code -rel„ red miml num center -to -center _pacil if] frit Halls CONCRETE SLAB LISE "SIMPSON" 3"x3" LBPS 5/8" BEAR'INI. PLATES @ EACH 5/8" DIA CFIN CRETEMLIM �� �%.i� 8" DEEP MIN _ Fr_ f,000 PSI — ---- I. AN R BOLTS .TF GTHAT 'IS i� SPACE II �'—U",).0 DA15 AS PEP111'_-`� EDITION ATF WF0,1 T.SE C 'A R OVER FOUNDATION (INSTALL 61 16" p USE "SIMF 1 1 /4"x20 GAT, GAL V STRAP w/ 5-8d COMMON NAILS IN EAI„H END @ 16” 0 C. USE F:-38 BATT INSULATION OVEI L SIDE AIR 1 _-),-- J,_l,_% BLOCK INH_ III _�- FOR _ ATIUN 7'-0" MAX ECK DETAILS ' O• 2'Mi+l M N sm¢mE Simpson Strong -Tie ABU44 USE 'SHOPSON" 1 1/4"x20 GAGE GALV STRAP 5-8d IUMMUN NAILS FLOOR JOIST 2-8d CObIM NAZI_`_ TO SILL PL (NOTE USE TRIPLE ZINC CONNECTORS) O 0 0 ��T4A ♦N-'�� ..b� §. I'2" MwIM.:iV Simpson SL ong-L6 Simpson Strong- Tie PL PB44 Stimpson Strong -Tie DBT1 fin RAFTER TO RIDGE DETAIL BEAM AND RIDGE NOTE: USE 'SIMPSON" CS20 COIL STRAP 0 EACH RAFTER 16" 0 C SEE TABLE 3.4 FOR CONNECTION REQUIREMENTS ( INSTALL 0 16" ON CENTER ) RIDGE NOTE: AT CATHEDRAL CEILING USE "SIMPSON" LSSU21 HANGER O EACH RAFTER 16" O.C. SEE TABLE 3.4 FC CONNECTION REQUIREMENTS BEAM AND RAFTER TO WALL DETAIL ( INSTALL 0 16" ON CENTER ) TOP PLATE TO STUD USE "SIMPSON" CS20 1 1/4"x20 "GAGE - ----- GALV. COIL STRAP w/ (6)-10d x 1 1/2" NAILS @ EACH END OF STRAP. TO BAND JOIST TO STUD DETAIL (INSTALL 0 16" CUT NGTH END END LENGTH STUD TO SILL PLATE DETAIL LISE "SIMPSON" CSO — 1 1 /4"Y20 GAGE GALV COIL STRAIT NAILS COI EACH END �" '�: OF STR AF 1G" OC.I ICIINCRETE MINIMUM Fc=3,000 PSI STRENGTH AT 28 DAIS TILEVER OVER 1 st FLOOR U; MPSON' 1 1/4"x2 GE GALV STRAP wj 5-Bd COMMONS NAILS IN EALH END 13, 16" 01 -- Use every other Toil hole o row to provide the code-reqd minimum center - to- center acing for nails USE "SIMPSON" CS20 _ 1 1/4"x20 GAGE \GALV, COIL STRAP w/ (7)-10d COMMON AILS @EACH END 7/8" Provide minimum en distance Equal number of specified 1 nails in each end ( INSTALL 6 16" ON CENTER ) JUse every other nail hole in a row to --� provide the code -required minimum center -to -center spacing for nails USE "SIMPSON" - 3"x3" LBPS 5/8" BEARING PLATES @ EACH 5/8" DIA, ? !) x 8" DEEP MIN ANCHOR BOLTS SPACED 3'-0" QC. AS PER 1995 EDIT, TA OF WFCM TABLE 3, 2" BLOCK F ING FUR ATION �2'-0 _ PAILING v POST Simpson StrGnq—TIe DRT6 v '-- 'TECO" JOIST HANGER - LEDGER --SECURE TO STRUCTURE w/ 1/20 LAG BOLTS L4'16" O.C. USE R-38 BATT INSULATION SEI SIDE AIR TALL 6'16" USE "SIMPSON" 1 1 /4"x20 GAGE GALV. STRAP w/ 5-8d COMMON NIN EACH END @ " D.C. FIGURE 2.2a -TYPICAL LATERALFRAMING CONNECTIONS CROSS SECTION END VIEW T \I y -- `z rl - " - E SCALE. , �tR•7,' lr` DATE. sway DrWe 50. SHEET E DRAyW BY��„/7 REVISED BY Architect 11163 (1654-4849 GRAWIN$ NRIBER, I OF3 - ., ., " •l nr, �q ATL N � J �, 3, .� 3'io' -- /G=4N %o" ����s«.-;+XztG..�cz�✓r✓ LoCAii�._ , /6 x JT /�54G,S %3Ac. ' — 9 43=4„ IN ..' „ --- -�. �`�+ /'�U.,L+cc7:•r/- -"- - ` do .f!si.elaJ �f�G:$�Al:'E' •N�!Yc`-S'., +- '�,r?;1 Oe e-0141" .PAO y"f,Y°- _,. -I .Zoe.' Izn "� I .� - �Z•s�3.E'.ETrR'. �' _ .Z�S.e.2e/C , \ •ry 4' ', � �/��.`1Fd� ,rXr'iPl /e✓ '� /j 6f. �6„� I V t6'C✓, lG"rlc.: lK le :6 yd�lel6�. 11 „ wo i1 r J +� oc. � ; � �� 3 2 x 6' c� �~� .ve n�-38 /.✓sdG ' - .� Np- � b V c?x $ :✓ t cG I ^ N 2 ^8 F, /JEt" v{r � • �'9 I � O �1 E.¢rE•�xse , _ ',%a /i'�d” .t'sa�� _ _ �'-: �. .j tin) .<�r7�T/e/,R�7 '`' ro iu Pse-T?'kJdsx'r�f'./�G kti: lw -�SSdBFGpci2 0/���.,.,-^ SO �. O .s!JT-�29os ,z":�8'.�-</, a/6"oG." �, f�sl// �, / '6cASJdo eCP9alG aP.9c.,' /5:8c rxu� iG r13 3 ` 2-:7 �1 9lcTS..To f - ' 10I - q ;.i0`' r rz?zt".r1.' 24S*ssin t S�ti[Es 1>akc2a �xis�y.FiV. __ 7 Ew. -e.P /c wc. � cllJ+X i Sr*'/ ca-✓c,�cAg !d 1! N,�� � Z/�.G - _:� r \I ' �'6 Fi,Z iF. ro 6=G o qF c II�G:4Gv; / a/`G' �7 3S�vFSJ fir^ -Z -�T 2" fs�s�4�•A:/�6VSl.,,' �'-t�/.4G4F - - f� T '"�43i 7yT izl 7z� 7i I z•, 17�v E' ;;24 T i _ -'� �J1"!JTc� L1.1�°GL' -'J"d � �yE R/aYt�lO✓�,K? } .,, �% � _ ^� GaXi.Ti .rr LR+,!3GG I'.J, ./S�c.`�/�4J9//✓ ' '. '.,tii Ntl /$ 4N �iz.pr�,�r�t• +i 'iipf7�i0�ji^cO .S"9n//T'P/s",(, � , '.i �+"%"C•6.0o.�.Tas'c':, . " i ai p • A �» -.�.yr-�-, ate..;.= 'yam ?1. .�.a't' ` . e 0 / SCAL4. t•Po Devi 9�}�WN@� n a,� 4 ��� Robe rt J Gruber.- Architect , ' a y =3571 ,� 476 Expr2$silioy priuv, o�, MedFdrd 'N. M. 11763 631-654-4949 -5th °F \ I r ai n �✓9SGA i �..r7iSG.Fei - ' . EllI l; ra:aAscH r_`k-csK: - � 4i -V- : i. IF.All Gf; Coi✓C, CNC'C.�'G/iX/s -"1 ' � � kC _ � is''� te oe rl rt,z' r" �'�,X�sff-;ei�bl%S�' •� '-: � �.: G"•E4%!Yi2_ � J'"eYa4il'�'_ . ----_ - � � ,_.Ccs, �i.diifkc,�':., � ;�:.k I k I i a � I I _ _�Gr>ti�.`ON,�yf-T�l •,;—". . p" l_ fi r' S gg r k15 . AFle e . - f�.^q/ FT G fiG� a4lk c�> Ap 1 � "t sir .11 N I P IW tl7' .Rv.1 p• rFfi�+ cnu �, SCALEi.%i.'?-', 1'PROVER'9 RATE ... - ., 'REVIEEO ,, v Robert J Grubiu R c"'hite" ' yr 1391 0�� 476 Expressway Drive,_ 56, Medford. NN. 11763 631- 'f 31 TB OF NEW DRAWING P Ouw! g BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: Il 1/d 105 APPLICANT: ( DATE SUBMITTED: J1 /OS SCTM# DISTRICT: 1,000, SECTION: Ty, BLOCK: �, LOT -7 SUBDIVISION: ADDRESS: ,>9lQ/6-,L/enn us ,��J CITY: ZONING DISTRICT: i9yd CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO BP -Z /C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconfomung at any time a ter 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE .l° , REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRO Q SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGITT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ,G RITE NGINEER: WATER FRONT? DESCRIPTION: P EL`S#` -FLOQD ZONE: BULKHEAD? DISTANCE? i APPROVALS REQUIRED SUFFOLK COUNTY HEALTHT: YES o O ED #): DTE: /. / PERMIT #: TOWN SEPTIC RECEIPT: Y o PTIC CERTIFICATION: Y or NEW YORK STATE DEC: PRE -DEC 9/1/75 YES o DTE: // PERMIT #: SOUTHOLD TOWN TRUSTEES: YES o DTE / / PERMIT # _ TOWN ZONING BOARD APPROVAL: YES o DTE: /_/ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE // PERMIT # TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): J %S of NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF TOTAL: SF 1. ( SF)- (SF)= SF X $ =$ ?. ( SF)- SF)= 3.( SF)- ( SF)= INIT OTHER TOTAL FEE FEE FEE SFX $ =$ +$ SFX $ =$ +$ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seise Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: I I 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 CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)