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30626-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31073 Date: 08/01/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 69305 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 1 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 9, 2004 pursuant to which Building Permit No. 30626-Z dated SEPTEMBER 9, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to TIMOTHY C & TAMMI S GRATTAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0077 07/18/05 ELECTRICAL CERTIFICATE NO. 97550C 06/09/05 PLUMBERS CERTIFICATION DATED 07/29/05 ROBERT VAN ETTON ut rizecf Signature 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. 30626 Z Date SEPTEMBER 9, 2004 Permission is hereby granted to: SALLY BERNICE GRATTAN 323 CAMPLIN PL GREENPORT,NY 11944 for DEMOLITION OF AN EXISTING DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 69305 CR 48 GREENPORT County Tax Map No. 473889 Section 035 Block 0001 Lot No. 007 pursuant to application dated SEPTEMBER 9, 2004 and approved by the Building Inspector to expire on MARCH 9, 2006 . Fee $ 883 .40 r Auttor/zecN,Signature ORIGINAL Rev. 5/8/02 s Form No.6 ... TOWN OF SOUTHOLD BUILDING DEPARTMENT TowNlso L ' JUL 2 5 2005 APPLICATION FOR CERTIFICATE OF m�CCII_PANCY 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: (check one) Location of Property: ro 9 Sar 6, `-1 K House No. Street Hamlet Owner or Owners of Property: ��/�loflj y '� ;7. ,/Y7/ Suffolk County Tax Map No 1000, Section 3 3� Block e57/ Lot Q 7 Subdivision Filed Map. Lot: Permit No. 3 U 6 P,(p Z Date of Permit. 3eP7- 4 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ^n0 a 310"73 i9� --- VQ c �P�Q� Applic t Signature r Town Hall, 5309,5 Main Road �� Fax(631)'765.9502 P.O. Box 1179 'Mephone(631) 765.1602 Southold, New York 11971-095901 BUILDING DEPARTMENT TOWN OF SO1U MOLD CE jj T IFIC,ATION ..f n� Date:_, ✓ W Building Permit No. towner: (Plea a pr nt) ----- - - Plumber: 4D� / ease pr nt) --- �, I certify that the solder u:ed in the water supply system contains less than 2110 of I°.n lead (Plumbers Signature) Sworn to before me this CIU- day v _dayotv20_4 J Notary Public _ County JANET E.STAPLES Notary Public State of New York q �E1ee Q/ Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 6/9/2005 375 Dunton Avenue 97550C East Patchogue, New York 11772 (631)286.6642 Issued To: Mr. Timothy Grattan Street: 69305 County Road Village: Greenport Zip: Town: Southold Section: 35 Block: 01 Lot: 07 Contractor: Lademann Electric Inc. Lic. # 4141-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ tat Floorx❑ Indoor ❑ Basement ❑ Hot Tub C Residential ❑ Det.Garage ❑ Attic ❑ 2nd FloorX❑ Outdoor ❑ Addition Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 3 6 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / 1 Bldg. Permit: Other Equipment \' 11 200amp panel with main breaker Hugo S. Surdi President Rough Inspection: Inspector: Final Inspection: 06/09/2005 Inspector: John McMahon 111 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. CR#48AGrattamn Project Name AY - 22MO;�Applicant NamenFPTSCTM# 1000-35-01-07 =—P S0�' 'Oto Date 4/21/05 ® APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Since this proposed development is not adjacent to a County maintained road or a road proposed for improvements by the County, a permit will not be required from this Department. William Hillman,P.E. Chief Engineer By: M. Paul Campagnola Director of Highway Planning&Permits R 21 '05 12:00PM SOUTHOLD BUILDING 631 765 9502 P.2 rzio MAY _ 2 2005 LJ IIUI LOIN DEPARTiNENT 'I""''j DATE: SUFFOLK COUNTY DEp'r.6F PUIILIC WOkKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 Dcnr Sir In accordance with Section 239f or pro General Municipal Law of the consolidated Laws or the$tate of Ncw York.til is is lu notify the Couunksimser or Pablie Worta of Ilse Cuuniy,u r Suffolk That ' Nmmc&Addicas orApplicsnt. has appliod to the TowNVilinge of,�G'Kr {s _ for the issuance of e permit in mforcncc to property located on the (:/ S W side�_--'------ C.R. _ Distance--- — N S E W,�, Village (T/^�effl Y_ ^_TownSOL J ✓ _ As shown on the attached surva9 or situ plan(3 copies neede.l),dated We shall withhold runher notion on line application for teu (10)business days for the afoicmantioeed Section 239L Very Truly Yours, i Building/ Building Permits Only Date _�21 05 APPROVED I DISAPPROVED I APPROVAL WITHHELD to the Town/Village punpenl to the General Municipal Low subject to the stated copditlmm: Se® Attached SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES J.BARTHA,P.6.,COMMISSIONER By. RIC7iARD J"LAVALLE,P,E, CHIEF ENGINEER �r 765.1802 BUILDING DEPT. INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: [--- DATE d�P �3 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ;;O DAION 1 ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: "e=� /`gym DATE ( INSPECTOR 0 6 2 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a� 47 DATE ��- � `� - 0+ INSPECTOR 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. r [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REIMS ISP�t:b fi/�� A /L- CaTj DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ©s INSPECTOR 1 FIELD INSPECTION REPORT DATE COMMENTS p - - aN ro� FOUNDATION(1ST) -------------------------------------- I I je� FOUNDATIO ----------------------------------- FOUNDATION(2ND) vC W o V►A n �yy ROUGH FRAMING& s A PLUMBING �p[ y INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS �0 z Z m A O z � a � x d 8 � V TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. �JjOEi��� Check Septic Form N.Y.S.D.E.C. q Trustees Examined I ,20� Contact: Approved__. _-4- 20__ Mail to: Disapproved a/c Phone: Expiration ,20 Ba C-7�ut to Insp r APPLICATION FOR BUILDING PERMIT Date 9oP rte+ 200 y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectionp. Imoth V C �ir,;77Ga� (Signature of applicant or name,if a corporation) 00,1171 (�.1;4a G �Po�T 41 y / 9 qty (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Go/112u�lG/ 0ende -e Name of owner of premises ,SCA//y 19. (As on the talc 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.1/al ,ETfpn P/,.n,8;n,1 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /p 9,36y /lUkf[ 4lr House Number Street Hamlet County Tax Map No. 1000 Section 3 5� Block 01 Lot O 7 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 un a(cUfied Dwellinq PG'MO ei?ndi v b. Intended use and occupancy n-0 W Co/) 4A-yG r/C]/J 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ...L_Number of dwelling units on each floor If garage, number of cars—4014P 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 0epw PPnG�ny Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ?-7 Rear a-7 Y Depth efr 30 Ryb> �12P Height wN��x -g Fecr Number of Stories T wy 9. Size of lot: Front-k5/, 7 Rear 91, !Q Depth 197-VI 10. Date of Purchase Pnd6 V i°//oi t— Name of Former Owner S a 1/y 11. Zone or use district in which premises are situated f°S 4n*!C./ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO-2c- 13. Will lot be re-graded? YES4—NO Will excess fill be removed from premises? YES_NO/< 14. Names of Owner of premises Address Phone No. Name of Architect Awmre Address I fO v✓areP ✓i owMPhone No 'rGS- 7 Name of Contractor I'16d N l a P Ifo (9S Address So u t-ba lc/ 1471 7/ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 7� * 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) C-O7U-NTY OF d i 11y,Y�j y C �r/bc�7 Ctrl being duly swom, deposes and says that(s)he is the applicant (Name o individual signing contract)above named, (S)He is the 6e17 010t° (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. Swor�n,10 before me this `6 r day of dip�lax,- 20 Notary Public Signature of Applicant ANTHONY S. RUTKOVJSKI in Notary Public, State of New York No. Of RU6082799 oualified in Suffolk County Commission Expires Nov.4,2006 The Grattan Horne Date and Time: 9/7/2004 2:14:13 PM MCE Parameters - Conterminous Zip Code - 11971 48 States ALL�STRUCTION SHALL Central Latitude T`ME REOUIREMENTS OF THE MCE MAP VALUES Central Lon - 41.060289 OF NEIN YDEi1CSTATE , Longitude = -072.423513 Short Period Ma 1.0 sec PValue eriod Map Value - Ss S 1 - 23.9% g OCCUPANCY OR IRC DESIGN INFORMATION Short Period Ma 7 3/ g USE IS UNLAWFUL Soil F p Value _ Ss - 23.,9% 9 WITH actorfor site Class D - WITHOUT CERTIfi�(�/47 ��IRC Site Value nCategory Fx Ss -1 60° g J QnisjgnCat _ 25.5% OF OCCUPANCY FLppA bA IT1H{/CHAI'7EA SOl1TH010 TOWN GET REVE N7ION A P 1✓ED AS N07ED COD.. ----- Da� , ---_ B.P.� BY: I PLUMBING �4 N071FY BUILD N, _ ALL PLUMBING WASTE r'ARTMENT AT 765.1802 8 AM TO ,pM S WATER LINES NEED � FOLLOWINGFOR THE TESTING BEFORE COVERING INSPECTIONS: \`GA 05g73A E�'ti 1. FOUNDATION . TWr REQUfREO FOR POURED CONCRf 7E gOfkSS) 2 ROUGH , FRAMING & PLUMBING 3. INSULATION RETAIN STORM WATER RUNOFF 4, FINAL - COrt czRUCTION MUST PURSUANT TO SECTION 45-100 BE COMPLETE AOR c p OF THE TOWN CODE. YALL CONSTRUC710N SHALL MEET THE ORK(STATETN07 RES ONS1Bl4ECCDESOFeNEW OR CERTIFICATION OF DESIGN OR CONSTRUCTION ERRORS, 00 NOT PROCEED WITH MAILING & CONNECTIONS FRAMING UNTIL SURVEY RE OF FOUI4D'71CN LOCATION • UNDERWRUERSCERTIFU HAS BEEN APPROVED. REQUIRED COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION NEW YORK STATE & TOWN CODES ON LEAD CONT"FNTBEFORE AS REQUIRED AND CONDITIONS OF CERTIFICA TE OF OCCUPANCY WN.'Y.S. OTOWN Z9A SOLDER USED IN VVATER D TOWN PLANNING BOARD SUPPLY SYSTEM CANNOT D TOWN TRUSTEES EXCEED 2/10 OF I% LEAD. C Prepared by P. O'Toole for: Integrity Building Systems 9/7/2004 Electrical Calculations 200 Ampere Service for Residence Model C170904 Volt-Amperes A. Lighting:3 Volt-Amperes per Sq. Ft. Unit Area= 2022.7 sq.ft./unil x 3 = 6068.1 Includes the upstairs B.Small Appliance(1500 Volt-Amperes): 2 Kitchen circuits x 1500 = 3000.0 1 Laundry circuit x 1500 = 1500.0 4 Miscellaneous x 1500 = 6000.0 2 open circuits,freezer,&exterior recept. Sub Total= 16568.1 C. Minimum Size Feeder Required: 1. Lighting and small appliance: 16568.1 2. Fixed Appliances: Dryer: 5300.0 Dishwasher: 1200.0 'j' '' �� ��o Garbage Disposal: 1Hp. 1492.0 Water Heater: 4500 Waft 4500.0 f Freezer: 1920 ' rr t u i Furnace: (Gas/Oil) 0.0 Range: 12KW (Max) 12000.0 Other(Fans): 960.0HDF}:;; Range Hood: 300.0 3. Size: Loads at 100%: None 0.0 Total Other Loads: 44240.1 First 10 KW at 100 Percent= 10000.0 Remainder at 40 Percent= 13696.1 Heating/Cooling: Max. = 14950.0 Heating: 23.0 KW Q .65= 15.0 Cooling: 10.6 KW @ 100% = 10.6 Total= 38646.1 Voltage= 240 Volts Amperage= 161.0 Amps Per Unit Box Used: 200 Amps Note.: The circuits shown above represent the maximum that a home may contain.The actual may be less. NYElectricCalc Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\C I 70904.rck PROJECT TITLE: C170904 Two Story COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 09/07/04 DATE OF PLANS: February 4,2004% 11d1 �yC PROJECT DESCRIPTION: Iez The Grattan Home Southold,NY 11971 O F�� DESIGNER/CONTRACTOR: 'n"06 87 3 ur ESS: Integrity Building Systems ------"` 2435 Housels Run Road Milton,PA 17847 q(il�d PROJECT NOTES: 1.)Basement walls to be insulated with R-10 blankets(field). COMPLIANCE: Passes Maximum UA=468 Your Home UA=363 22.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1011 30.0 0.0 35 2nd.Fir.Wall::Wood Frame, 16"o.c. 1109 19.0 0.0 59 Window 1:Vinyl Frame:Double Pane with Low-E 130 0.370 48 1st.Fir. Wall::Wood Frame, 16"o.c. 1109 19.0 0.0 54 Window 2: Vinyl Frame:Double Pane with Low-E 124 0.370 46 Entry Door:: Solid 21 0.140 3 Utility Door:: Solid 19 0.358 7 SGD:: Glass 40 0.360 14 Fir/Clg.Rims::Wood Frame,24"o .c. 188 0.0 19.0 16 Fir.Rims:Wood Frame,24" o .c. 107 0.0 19.0 9 Basement Wali 1: Solid Concrete or Masonry 1248 0.0 10.0 72 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' 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 Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in c liance with this Code. J Builder/Designer'�� Date �cn 6", , N ! E5o�4/ �„s�; D Es ems, •r��F _ /o' o' Z- REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 09/07/04 PROJECT TITLE: C170904 Two Story Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. 2nd. Mr.Wall:: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 2. 1st.Flt.Wall:: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 3. Flt/Clg.Rims:: Wood Frame,24"o.c.,R-19.0 continuous insulation Comments: [ ] 4. Mr.Rims: Wood Frame,24"o.c.,R-19.0 continuous insulation Comments: I 13asement Walls: [ ] I. Basement Wall 1: Solid Concrete or Masonry,9.0'hd8.0'bg/9.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ )No Comments: I Doors: [ ] 1. Entry Door:: Solid,U-factor: 0.140 Comments: [ ] 2. Utility Door:: Solid,U-factor: 0.358 Comments: [ ) 3. SGD:: Glass,U-factor:0.360 Comments: Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ) Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ) I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturees instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each 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 for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0,5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 1� AQUEBOGUE ABSTRACT CORP. 123 MAPLE AVENUE RIVERHEAD,NY 11901 VARIANCE SEARCH TITLE NO: AAC-5237 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELYSE G.WOHLARS,being duly sworn deposes and says: That she resides at 123 Maple Avenue, Riverhead, New York, 11901 and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That under her direction, title was examined to the parcels of land described on the annexed Schedule and labeled Parcels: A,B,C,AND D THAT said examination, dated 2/14/04 discloses a chain of title to determined if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance as of 4/23/1957. And that this affidavit is made to assist the Board of Zoning Appeals to the Town of SOUTHOLD to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon truth thereof. AQU7EAQUEBOGUE ST T BCORP. BB . ELYSE WOHLARS OFFICE MANAGER Sworn to before me this 18TH DAY OF MAY,2004 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. 01 ZA4517618 Term expires February 28, 2007 r DESCRIPTIONS TITLE NO: AAC-5191 PARCEL A(SUBJECT PREMISES) ALL that certain plot,piece or parcel of land, situate,lying and being in the Town of SOUTHOLD,County of Suffolk and State of New York and being known as a described parcel. County Tax Map Rolls as District: 1000 Section: 035.00 Block: 01.00 Lot: 007.000 PARCEL B(ADJACENT ON THE NORTH AND WEST) County Tax Map Rolls as District: 1000 Section: 035.00 Block: 01.00 Lot: 040.000 PARCEL C (ADJACENT ON THE EAST) County Tax Map Rolls as District: 1000 Section: 035.00 Block: 01.00 Lot: 006.000&008.000 PARCEL D(ADJACENT ON THE SOUTH) County Tax Map Rolls as District: MAIN ROAD State of New York) SS: County of Suffolk) AQUEBOGUE ABSTRACT CORP. Elyse Woblars being duly sworn,deposes and says: That she resides at 123 Maple Avenue, Riverhead,New York and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under abovecaptioned title no. ELYS O GER SWORN TO BEFORE ME THIS 18TH DAY OF MAY,2004 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. OIZA4517618 Term expires February 28, 2007 CHAIN OF TITLE AS TO PARCEL A(SUBJECT PREMISES) DEED FRANK T. SALTER LIBER: 2358 CP 20 TO DATED: 5/13/44 WALTER KSZYMINSKI REC: 5/15/44 DEED EDWARD KAZYMINSKI,JOHN KALINOUSKI LIBER: 6790 CP 75 LENOARD KALINOUSKI,RESIDUARY LEGATEES DATED: 6/10/70 UNDER THE L/W/T OF WALTER KSZYMINSKI REC: 8/13/70 TO SOPHIE RAYNOR NO PROOF OF DEATH FOUND IN SUFFOLK COUNTY OF WALTER KSZYMINSKI DEED SOPHIE RAYNOR LIBER: 12173 CP 217 TO DATED: 2/12/2002 SALLY BERNICE GRATTAN REC: 3/8/2002 (life estate conveyed to Edward Kszyminski) DEED EDWARD KSZYMINSKI LIBER: 12279 CP 27 TO DATED: 8/30/2003 SALLY BERNICE GRATTAN REC: 10/21/2003 (CONVEYS EDWARD KSZYMINSKIS'LIFE ESTATE) LAST DEED OF RECORD State of New York) SS: County of Suffolk) AQUEBOGUE ABSTRACT CORP. Elyse Wohlars being duly sworn,deposes and says: That she resides at 123 Maple Avenue, Riverhead,New York and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the tioned title no. BY: ELYSE OFFIC AGER SWORN TO BEFORE ME THIS 18TH DAY OF MAY,2004 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. OIZA4517618 Term expires February 28, 2007 CHAIN OF TITLE AS TO PARCEL B(ADJACENT NORTH AND WEST) DEED CLYDIA B.TASKER,CLYDIA T.ARCE LIBER: 3246 CP 300 JENNIE T.FLEISSNER DOROTHY CARTER DATED: 12/27/50 RUTH PORTER,FREDERICK H.TASKER REC: 8/2/51 JESSE ARTHUR TASKER TO HENRY TASKER DEATH HENRY TASKER DIED,9/11/87,LEAVES CATHERINE E.TASKER AND PIERRE G. LUNDBERG,CO-EXECUTORS DEED CATHERINE E.TASKER,&PIERRE G.LUNDBERG LIBER: 11049 CP 59 CO-EXEC'S DATED: 12/11/89 TO REC: 4/10/90 CATHERINE E.TASKER DEED CATHERINE E.TASKER LIBER: 12178CP 727 TO DATED:3/18/2002 J&C HOLDINGS,L.P REC: 4/5/2002 LAST DEED OF RECORD State of New York) SS: County of Suffolk) AQUEBOGUE ABSTRACT CORP. Elyse Wohlars being duly sworn,deposes and says: That she resides at 123 Maple Avenue, Riverhead,New York and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That the above is the true description of the subject p d of the adjoining premises as shown on the record in the variance search under the above c e title no. BY: ELYSE W OFFICE SWORN TO BEFORE ME THIS 18TH DAY OF MAY,2004 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. OIZA4517618 Term expires February 28, 2007 CHAIN OF TITLE AS TO PARCEL C (ADJACENT EAST) TAX LOT 006.000 DEED (P/O) WALTER KSZYMINSKI& SALOMEA KSZYMINSKI LIBER: 3187 CP 398 TO DATED: 2/20/51 JOSEPH O.BRANDI&BEATRICE M.BRANDI REC: 2/26/51 DEED(P/O) WALTER KSZYMINSKI& SALOMEA KSZYMINSKI LIBER: 3323 CP 76 TO DATED: 2/22/52 JOSEPH O.BRANDI&BEATRICE M.BRANDI REC: 2/23/52 DEED JOSEPH O.BRANDI &BEATRICE M.BRANDI LIBER: 9258 CP 374 TO DATED: 10/18/82 DIMITRIOS KARTAS& STELLA KARTAS REC: 10/20/82 DEATH NO PROOF OF DEATH OF DIMITRIOS KARTAS DEED STELLA KARTAS, SURV. SP.OF DIMITRIOS KARTAS LIBER: 11702 CP 173 TO DATED: 10/28/94 ANTONIS NATSOULIS & ELLEN NATSOULIS REC: 11/14/94 LAST DEED OF RECORD TAX LOT 006.000 CONTINUED State of New York) SS: County of Suffolk) AQUEBOGUE ABSTRACT CORP. Elyse Wohlars being duly sworn,deposes and says: That she resides at 123 Maple Avenue, Riverhead,New York and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the ab oned no. B ELY OHL S CE ER SWORN TO BEFORE ME THIS 18TH DAY OF MAY,2004 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. OIZA4517618 Term expires February 28, 2007 CHAIN OF TITLE AS TO PARCEL C (TAX LOT 08.000)AS CONTINUED DEED(P/O) WALTER KSZYMINSKI LHBER: 3345 CP 388 TO DATED: 4/19/52 AUGUSTUS A. STRAUSSNER REC: 4/28/52 DEED (P/O) EDWIN H.KING LIBER: 3345 CP 384 TO DATED: 4/19/52 AUGUSTUS A. STRAUSSNER REC: 4/28/52 DEED AUGUSTUS A. STRAUSSNER LIBER: 6550 CP 290 TO DATED: 5/8/69 THE SFAELOS REALTY CORP. REC: 5/16/69 DEED THE SFAELOS REALTY CORP. LH1ER: 9657 CP 351 TO DATED: 9/17/84 EMANUEL G. SFAELOS REC: 10/12/84 DEED EMANUEL G. SFAELOS LIBER: 9708 CP 288 TO DATED: 12/27/84 SPARTAN HOLDING CO. REC: 1/3/85 CONTINUED.. State of New York) SS: County of Suffolk) AQUEBOGUE ABSTRACT CORP. Elyse Wohlars being duly sworn,deposes and says: That she resides at 123 Maple Avenue, Riverhead,New York and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under thea 'eaed ti e no. BY: OFFICE AGER SWORN TO BEFORE ME THIS 18TH DAY OF MAY,2004 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. OlZA4517618 Term expires February 28, 2007 CHAIN OF TITLE AS TO PARCEL C (TAX LOT 008.000)AS CONTINUED DEED SPARTAN HOLDING COMPANY LIBER: 9777 CP 577 TO DATED: 4/5/85 THEODORE PETH{AS &MARIA PETH{AS REC: 4/24/85 DEED THEODORE PETRIKAS&MARIA PETIKAS LIBER: 12126 CP 885 TO DATED: 5/29/2001 BMA CONSTRUCTION CORP. REC: 6/28/2001 DEED BMA CONSTRUCTION CORP. LHiER: 12126 CP 886 TO DATED: 5/29/2001 MARGARET TRAVIS RADACINSKI REC: 6/28/2001 LAST DEED OF RECORD CHAIN OF TITLE AS TO PARCEL D(ADJACENT SOUTH) MAIN ROAD State of New York) SS: County of Suffolk) AQUEBOGUE ABSTRACT CORP. Elyse Wohlars being duly sworn,deposes and says: That she resides at 123 Maple Avenue, Riverhead,New York and is over the age of 21 years and that she is the Office Manager of Aquebogue Abstract Corp. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above oned t'�e no. B . ELYSL HL OFFIC AG R SWORN TO BEFORE ME THIS 18TH DAY OF MAY,2004 11 Kenneth B.Zahler Notary Public, State of New York SUFFOLK COUNTY No. OIZA4517618 Term expires February 28, 2007 - - t ,,. r 5UU i HOLU �ss� ✓ /,� p �+oP�c, E 00,00, p • t \� f � Ole / i 03-�- = 0 / Town Of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/09/04 Receipt#: 209 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 209 Total Paid: $10.00 Name: Grattan,Timothy Charles 1000 Ninth Street Greenport, NY 11944 Clerk ID: LBOHN Intemal ID: 100354 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ,9/ ` /04 APPLICANT: enir'-wd DATE SUBMITTED: /,t_/04 SCTM#DISTRICT: 1,000, SECTION: 3s , BLOCK: , LOT: SUBDIVISION: ADDRESS: 6l1343 �Wjf CITY: , ZONING DISTRICT: AYo CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED �ojNOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merg .(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE:15,,26U REQ. LOT COV. cam" ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE la 2S ,/ ACT. SIDE REQ. REAR 35' PROP. REAR—�- REQ. HEIGHT--Z" PROP. HEIGHT PROJECT DESCRIPTION: jl0'k0 0,*/s7rni6 De4,eCe,' 6 ESTIMATED PROJECT COST: ARCHITE G R: O'Tooc WATERFRONT? i11O DESCRIPTION: PANEL # FLOOD ZONE: X BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEAL�br H PT Y S r NO, (BED ft DTE: 7 /�/- PERMIT#: ,E'er-y� �oo 9- TOWN SEPTIC RECEIPT N SEP CERTIFICATIO : Y or N NEW YORK STATE DEC. PRE-DEC 9/1/75 YES 0 DTE: PERMIT#: SOUTHOLD TOWN TRiAiEES: YES o DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) Y or NO NOTES: FEE STRUCTURE: FOUNDATION: R( SF FIRST FLOOR: p 1!:F SF SECOND FLOOR: 0 j q SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE yF-tMOt/ 1. ( 6W SF)- 3( ov SF)= 396 SFX$ ' =$ 56 yG+$ �� +$ _$ 9f G 2. SF)- ( SF)=2 I q 0 SFX$ i's 0:=$ 6 y 2--+s (SU +$ =$ 97- 3. ( Z3. ( SF)- SF)= SFX$ =$ +$ +$ _ �r D FINAL TOTAL: O g`3 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 CALCSip/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) I N STREET ADDRESS.'69035 MAIN ROAD SURVEY OF PROPERTY ,-14 AT GREENPORT - TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. Z 1000-35-01-07 SCALE. 1'=30' MARCH 22, 2004 �6 F MAY 7, 2004 (B.O.H.) et4.1 � �M MAY 8, 2004 /Revisions), Z Op � OG '00. GN Z .c T.H. 3 IAM FAMILIAR WITH THE STANDARDS FORAPPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL el l95 SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL p +YI ABIDE BY THE CONDITIONS SET FORTH THEREINAND TEST HOLE a 11.9 6�✓j'S5k ON THE PERMIT TO CONSTRUCT. Z S g5• 4/12/04• p o s o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � N e! 20.3 n eA¢^3 DARK BROW 17 4 1`'P. 2�. � r''�p. PERMIT FOR APPROVAL OF CONSTRUCTION FOR A - - -. -- 0.5' LOAN a ��Q� "� . (oQ \ N. l9° op` ��G� SINGLE FAMILY RESIDENCE ONLY &WW SAVY cur 2 w Phye. elle <^ (Q-- or. �� O DATE HS REF.NO. 7 — — — 31 a {IO' ooM�, v G"fi. APPROVED 0LY b? FOR MAXUM OF B DR MS IM aeon AN TO coAlrae — P �y� EXPIRES THREE YEARS FROM DATE OF APPROVAL SAAO Rlox GRAVEL J V0 - N d PLEASE NOTE " -14o 200•p0 Sanitary System not to be installed ro ©tio '; F15( oP "pro a under driveway. �eOF New r �^ F15 c 0.4N SCP' 0C7r el_3,5 , el 203 16.8' J WATER 0 MOWN ATX TO Cao= \ ' IT, .r.AAV NTN lox GRAVEL NY \ ¢ S /Ca' FZ � ELEVATIONS ARE REFERENCED TO eZp,x4 9 +W gOAD eli ASSUMED DATUM. 1i1 In 5{ � ro•9 EXISTING DWELLING TO BE REMOVE e� DxA P p I er at�r, EXISTING CESSPOOL TO BE FILLED F �e .�g,06"W D4 Pobll6 �bl,c INORREMOVED. N. Y.S LIC. N0. 49618 $7 A- 0.�`$ el 2pG �Wel�h ANY ALTERATION OR AD0171ON T7 THIS SURVEY IS A NOLA7701V I ECONIC S YOBS, P.C. OF SECTION 77090E 7HE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 ■=MONUMENT EXCEPT AS PER SECnON 7209-3U8DIVISION 2. ALL CER77FlCA71ONS P.O. BOX 909 HEREON ARE VAUB FOR THIS MAP AND COPIES 7HEREOF ONLY IF 1230 TRAVELER STREET q AREA=15,760 SQ. FT. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR O4-Z3Z WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 N S77?EET ADDRESS.-690J5 MAIN ROAD Z SURVEY OF PROPERTY AT GREENPORT a TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 10 E 1— 37 �6 MARCH 2Z 2004 1 ZN bio fc ti=P Il Q m a _ o aa5rt — � NNS � , � G64 V6 za3 I STY N� ,p 'cam FP- 2&_ R• w $ 'o 'm pp.3' � C9. R 200.00• FE w 6+ D (S R 251 of NEW ro. • f 5'4.3830 N g0A Mer2C��- � r ■W MAI 06 S70.86.5 . LIG NO. 49618 ANY ALTERATION OR ADD/noN TO THIS SURVEY IS A Nounow EC P.C. ■=MONUMENT OF SEC77ON 2209OF THE NEW Yam .STA TE EDUCATION LAW. 631 EXCEPT AS PER SEC770N 72O9-"DfW_1ON 2. ALL GERTTfTCAnavS ( ) (63l) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F P.O. BOJ AREA=15,760 SQ. FT. SAID MAP OR COPi AFAR AN£ IMPRESSED SEAL OF THE SURVEYOR tZ30 7RAVEtER S7REET NHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 [04-131 N STREET ADDRESS:69035 MAIN ROAD 5CDH-5 /leF R/D•04'0077 y SURVEY OF PROPERTY �o, 06c 0 AT GREENPORT TOWN OF SOUTHOLD 9 rc �� 9yo SUFFOLK COUNTY, N. Y ��.00•E osE q, N 1000-35-01-07 N63 Re SCALE. 1'=30' MARCH 22, 2004 any MAY 7, 2004 (BOH) MAY B, 2004 (REVISIONS) T OCT. 6, 2004 DEC. 21, 2004 (FND7N. LOC.) 'ooOG APRIL 27, 2005 (FINAL 1 o+ N O SUFFOK - t y iFr.4'10ES Ai CO 4 �� �UL 1 8 2��5 0 oiss 56 3y y j 0 IV/Ilk C') t�� A Z7r-;o C, 1 16. cs y 91 Z �� CERTIFIED TO: 'o 'o HSBC MORTGAGE CORP. * FIDELITY NATIONAL TITLE INSURANCE COMPANY OF r-�'a O� ; �.� � NEW YORK et \ 200.00 77MOTHY C GRATTAN E TAMMI S. GRATTAN o pq•E B S5� �EOF NEW y w 6�• , (s.f�" 0�Jo.�r1S.MFTlQ � 5�4.3MpIN gOAD1p ,000w s7e'+s , .l i. S I Jnr Q. ANY ALTERATION 0R,ADDI7ION TO THIS SURVEY /S A VIOLATION N. 8 ■=MONUMENT -. OF SEC77ON7H£ NEW YORK STA 7E EDUCATION LAW. ECON/C S WYORS, LAND EXCEPT AS PER ON 7209-SUBDIVISION 2. ALL CER7/F/CABONS (631) 765-5020 FAX (631 -1797 HEREON ARE Y. THIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 AREA=15,760 SQ. FT. ' SOD MM��yy�A gp�ARs HERE01V SEAL E THE SURWyORMOSE 1230 TRAVELER STREET SOUTHOLD, N. Y 11971 1 04-131 Page Description Date Revision Manufacturer Integrity Building Systems 7P Title Page 3/23/04 2435 Housels Run Road F1 Foundation Plan 3/23/04 Milton, PA 17847 F1.1 Foundation Details 3/23/04 570-522-3600 Al First Floor Plan 3/23/04 Systems Approxal Number M 009-03-021 A2 Second Floor Plan 3/23/04 A2.1 Door& Window Schedule 3/23/04 Model C170904 Two-Story A2.2 First Floor Span Tables 3/23/04 Construction Wood A2.3 Second Floor Span Tables 3/23/04 Type Single Family Dwelling EL1 Ele%ations 3/23/04 Site Address Southold, NY 11971 E1 First Floor Electrical Plan 3/23/04 Suffolk County E2 Second Floor Electrical Plan 3/23%04 E3 Panel Box Schedule 3/23/04 SWI First Floor Shear Wall Plan 3123/04 Energy Code 2000 ECCCNYS SW2 Second Floor Shear Wall Plan 3/23/04 Building Code 2000 RCNYS S1 Cross Section "A" 3/23/04 Electrical Code 2000 RCNYS S2 Section Details 3/23/04 Plumbing Code 2600 RCNYS S3 cross Section "B" 3/23/04 Mechanical Code 2000 RCNYS S4 Cross Section "C" 3/23/04 _ S5 Cross Section "D" 3/23/04 Ground Snow Load 45 PSF Wind Speed 120 MPH Seismic Design Category B Floor Lige load 40 PSF C1 70904 TWO-STORY Floor LL (sleeping areas) 30 PSF Floor Dead Load 10 PSF 1 INTEGRITY B BUILDING S SYSTEMS 2435 HOUSELS RUN ROAD MILTON, PA 17847 570-522-3600 ,% F w e_ la 1� IC�i WIND-BORNE DEBRIS PROTECTION: FACTORY SHALL PROVIDE PRECUT 7/16"(MIN) TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL }, Builder: Future Surrounding ) JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE OSB PANELS TO COVER ALL GLAZED OPENINGS FOR 110 MPH WIND ZONES AND ABOVE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). ^\, 000j36' 33 Flying Point Road, Suite 124 COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING C PER R301.2.1.2 EXCEPTION. PANELS FASTENED TO WINDOW FRAME WITH#8 X 2 1/2" OFFICIAL BY MECHECK (ECCCNY CHAPTER 1) AND GENERAL Southampton, NY 11968 SCREWS @ 12"OC PER TABLE R301.2.1.2. SCREWS SHALL BE FACTORY PROVIDED COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 ELS AND ATTACHMENT LOCATIONS MARKED ON PRECUT PAN . P: 631-287-2002 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET r F: 631-287-2002 ARE DERIVED FROM AND CONSISTENT WTH THE PLANS ^(�2 AND -03-021 AN S ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 TITLE CUSTOMER: GRATTAN DRAWN BY: CS GS I TWO-STORY I PAGE TP 1•ADDED FOR PROTECTVE f MARRIAGE WALL SHEATHING TTS 13•-0)• 13'4 FOUNDATION NOTES: - - 1) FOUNDATION WALLS DESIGNED PER LOCAL SITE CONDITIONS&SECTION 8404 2) FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY(R403.14) —————— —————————— 3) CONCRETE BLOCK PIERS WD IN TYPE'M"OR-W MORTAR 4) CENTER GIRDER SPLICES SHALL BE SUPPORTED r ————_ , r_____ __ __ , I 5) 18'X 24'ACCESS PROVIDED FOR CRAWL SPACE FOUNDATIONS(R408.3) ACCESS PROVIDED THROUGH FOUNDATION WALL. 22'WIDE X 30'ACCESS D SHALL BE PROVIDED IF MECHANICAL EQUIPMENT IS LOCATED IN UNDER 'fl 1•-4• o I FLOOR SPACES(M1305.1 A) 6) CRAWL SPACES VENTILATED PER SECTION R408(SEE MECHANICAL NOTES) 7) FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER FAMILIAR WITH LOCAL CONDITIONS. OWNER IS RESPONSIBLE FOR z_ F 8 I CONTRACTING THIS PERSON. FOUNDATION PLAN(5)TO BE SEALED BY RA.OR P.E.AS REQUIRED BY LOCAL JURISDICTION. NY I °do o L J c Ail I I 8) SILL PLATE AND ALL MATERIALS BELOW BY OTHERS I I 9) SILL PLATE ANCHORED W/1/2'BOLTS W/2'HOOKS EMBEDDED p O z z L' 15'INTO MASONRY. ALT:SIMPSON PLATE ANCHORS(OR EQUAL) I 'm o L _ €�' w g� I I INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS OR m m �.; R403.1.6,WHICHEVER IS MORE RESTRICTIVE. I I L�J $ ( 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS y11) SPECIFIC FOUNDATION DRAWING SUPPLIED TO BULDER BY FACTORY. Dp I I � 4 I I 12) FOUNDATION DRAINAGE AND DAMPPROOFlNG PERFORMED ON SITE BY OTHERS IN CONFORMANCE WITH R405 AND R406. ` I I D 1- ® F_ L 13) DELETED I 75) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON SITE BY OTHERS IN CONFORMANCE WITH RCNYS PARTS V,VI,&VIII. § I2 L T �_J r I 16) BACKFILL TO BE IN AND TAMPED PRIOR TO MODULES)ARRIVAL St I 5 s m I I 17) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED I c I I GRADE SHALL BE 6'. i I I 18) DELETED 10z 7'7)• I I 19) DELETED I X20 -I $�— I I `-o €w L J I ¢ I I LLom I I Ib. a I I MATING WALL LOADS RANCH-KIPS PER LINEAL FOOT I i I MODULE WIDTH 45 PSF GSL 65 PSF GSL 1 'TO 17 ' 1.682 1.940 I I L J 0'-08 17-r TO 14'-0' 1.810 2.106 I I 4SEE PAGE Azz FOR I 14'-1'TO 16-9' 2.092 2405 ADDITIONAL GIRDER SPANS CAPE-KIPS PER LINEAL FOOT I 1a L MODULE WIDTH 45 PSF GSL 65 PSF GSL 10'-0'70178-0' 1.226 1.418 L L J 17-r TO 14' ' 1.322 1.381 L_---__—__-- —J I I 14'-0'T015'-9" 1.550 1.619 �' ——— r NEAL FOOT 74r I las• [T4r I MODULE WIDTH X45 PSF PER I GSL 65 PSF GSL I 117-0'TO 178' 2.365 2.563 1 Hs I ( 17-r TO 14'-0" 2.529 2.796 I I 14'-1'TO 18.9' 2.860 3.173 I I TWO-STORY CAPE-KIPS PER LINEAL FOOT /,O1rNh L•ti Y MODULE WIDTH 45 PSF GSL 65 PSF GSL - ', Nl. 0 O,y, l J ta-0'TO12'8' 1.849 2.041 \ \ , 17-r TO 14'-0' 1.997 2.056 T 1yr w 14'-1'TO 15'4" 2.318 2.387 T \ KIP LOAD AT EACH MARRIAGE WALL PIER=TRIB SPAN (12 DISTANCE BETWEEN PIERS ON BOTH SIDES)X \�w��,^i`� _-7iN Y. MULTIPLIER ABOVE. SEE SPAN TABLES FOR 4. 1r 4, 1r 4, r MAXIMUM PIER SPACING. �e- THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET .rte ARE DERIVED FROM AND CONSISTENT MTH THE PLANS AND SPECIFICATIONS ASSOCIATED MTH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE MTH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 FOUNDATION F1 CUSTOMER: GRATTAN DRAWN BY: CS/ GS TWO-STORY PLAN STHDIORJ LSTH I ORJ—� TT�' t74 LSTHIORJ ----------------- ----------------- I STHDIOHJ I r r—— ————-I STHDIRRJ I I NAILED I I I I 4x POSTS PORTION I I I I SIMtIAR o I I I I I L J F 1 e` I I I I I I L J I ONE T° REBFERAR }'• IN SHEAR CONE I 8 LENGTH MRL 12 MIN I 0• I :' FROM ENGTH\\ff I I EARN - LENGTH/ F — --I STHD14W I L }J I I Typical shear wall anchor detail F -1 I L+J STHDIORJ I I r 1 9*4t I I I I I Lp I I L J I I I I I I I I I I I I I I I I I I L J I I I I I I I I I I I I I I I I I I F -1 I LSTH10RJ I I \ L� I L, �j I -------------� I FOR SABCE HATE DFTASS I I SEE STRUCTURAL ADENOUNI L--------- l I FOR BASE RATE DETAILS SEE STRUCTURAL ADENWM I FOR SASE RATE DETAILS l J Js- LSTH10RJ tIQ I Notes: All anchors are manufactured by Simpson. Alternates may be used with the following allowable loads: Equal to LSTHIORJ -2075 Lbs. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET A ARE DERIVED FROM AND CONSISTENT WITH THE PLANS Equal to STHD1 ORJ -2200 Lbs. AND SPECIFICATIONS ASSOCIATED WITH APPROVAL l M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, Shear Wall Foundation Anchors: BOTH ON ALE WITH THE DIVISION DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 FOUNDATION Integrity Building Systems, Inc. CUSTOMER: GRATTAN DRAWNBY: CS/ GS TWO-STORY DETAILS F1.1 r 714- i 19'-8' 178 r� 171 7J}"� I 10'-1' 6'-11'1242 Baeasco AB rr 2,2,0 a PANT Wte W3015 W30 ® De1e O O Tag Member —T Al (2)2x6 SPF#2 16� A7 A2 (2)2x6 SPF#2 "® A3 (2)2x6 SPF#2 m A j l b A4 (2)2x6 SPF#2 DINING ROOM A5 (2)2x6 SPF#2 4 § i A6 (2)2x6 SPF#2 A9 T;, A7 (2)2x6 SPF#2 KITCHEN I A8 (2)2x6 SPF#2 A9 (4)200 SPF#2 over(4)2x6 SPF 92 1— At 1 A10 (3)2x6 SPF#2 O A6 All (2)2x6 SPF#2 f9 Al2 (2)2x6 SPF#2 o A13 (2)2x6 SPF#2 2M 596BBF " A14 (2)2x6 SPF#2 per module r WA9F6h r'OKfHt 1 l�2XaM i SPACE is SPACE fn F 4 � I ra `-----"-----' BATH Room Room Req'd Re�c'd Prov'd Prov'd Name Area Li ht Vent . L g ht Vent Br#1 222 17.8 8.9 179 9.1 VB30 O Br 92 143 11.4 5.7 22.8 12 Lu Z7 Br 03 108 8.6 4.3 11.4 6 o� H Br#4 0.0 0.0 9 O u Ching 226 18.1 9.0 34.2 18 A UP Dining 167 13.4 6.7 36 21.4 s1 LIVING ROOMS ¢ sming 12z e.6 a.9 3az 16 b -- �, Family 193 15.4 7.7 36 21.4 sow ® STANIS IIAI ON F 1 8'G3SY NDYNT y TO THE BESTA11' KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PUNS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING in O OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 Al 3088 THE PLANS AND M AND OF THIS PERMIT SET AN ARE DERIVED FROM AND CONSISTENT MATH THE PLANS 2852l0 3, FAMILY ROOM M009-0AND 3 021 AND SASSOCIATED NTH ITS CONDITIONAL APPROVAL LETTER, do BOTH ON FILE WITH THE DIVISION ¢ PORCH G (BY OTHERS) L----------------- 1( C. � III, O A � ♦ STATE MODULAR LABEL I I= rn l` c ■ NTA LABEL 42052 • DATA PLATE - �:� 05P,73"10' fA FFSS1�N _ 12-1P I 178 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 REV: 3/23/04 C170904 FIRST FLOOR Al CUSTOMER: GRATTAN DRAWN BY: CS/GS TWO-STORY PLAN I i Zrd' 13'4' 7-P I 1p to'.a•1 2M2 2052 rT-11 yr Bs I e� T LL Ta Mernber BEDROOM #2 I BEDROOM#3B, (3)2x8 SPF#2 or(1)1 1/2"x 7 1/4"LVL(E=1.8) a B2 (2)2x6 SPF#2 83 (2)2x6 SPF#2 B4 (2)2x6 SPF#2 BS (2)2x6 SPF#2 B6 (2)2x6 SPF#2 (2)22x4 B7 (2)2x6 SPF 42 68 (4)2x10 SPF#2 89 (2)2x6 SPF#2 50888E BS BATH B10 (2)2x6 SPF#2 4* #1 B11 (2)2x6 SPF#2 N ----- — ----- --------------- 260 im 4 B12 (1)200 SPF#2 per module � m m t � O � b (3? � B1 Room Room Req'd Req'd Prov'd Prov'd rc w Name Mea Li htVenn Light Vent $ 4 Br#1 222 17.8 8.9 17.9 9.1 Y Br#2 143 8.6 8.8 4 6 5.7 22.8 � Br#3 108 4.3 11. 6 m H Br#4 1 10.0 0.0 A kl t� Lung 226 180 34.2 18 Dining 167 15 4l 9.6.7 36 2 .4 BEDROOM #1 O Sittire 122 9.8 4.9 34.2 18 BATH B6 FamiN 1s3 1s.a a7 3s 21.4 so�eF #2 O TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIRCATIONS COMPLY WITH THE P U-00ft ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). ro I ATnCSTAIRS COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING L_— OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL 5'11' COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 B1 82 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND i - M009 03—SPECIFICATIONS 021 ANDIIS CONIATED WTH APPROVAL DITIONAL A ROVALLETTER. WaIDlHA'BFAT OC24 Q BOTH ON FILE WTH THE DIA-90N 3 SITTING ROOM M2 3�5'-� 1a3•-� B4 ♦ STATE MODULAR LABEL a`. ■ NTA LABEL �o ? 2952 • DATA PLATE �f';/y C.L.✓`Yu 17$ r Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 REV: 3/23/04 C170904 SECOND FLOOR CUSTOMER: GRATTAN I DRAWN BY: CS / GS TWO-STORY PLAN Rough Light Area Vent Area Egress/Emergency Area "U" Max Room Max Room Designation Opening Type (SF) (SF) See Notes 3&4 (SF) Value Area (Light/.08) Area(Vent/.04) 1846 1'-10 1/8" x 4'-9 1/4" Double/Single Hung 5.5 3.2 No 9 0.37 68.8 80 2032 2'-2 1/8"x T-5 1/4" Double/Single Hung 4.8 2.2 No 7.5 0.37 60.0 55 2042 2'-2 1/8"x 4'-5 1/4" Double/Single Hung 6.5 3.1 No 9.6 0.37 81.3 77.5 24210 2'$1/8"x T-1 1/4" Double/Single Hung 5.1 2.3 No 7.7 0.37 63.8 57.5 (2)24210 4'-11 3/8" x 3'-1 1/4" Double/Single Hung 10.2 4.6 No 15.4 0.37 127.5 115 28310 2'-10 1/8"x 4'-1 1/4" Double/Single Hung 7.9 4.39 No 11.5 0.37 98.8 109.75 (2)28310 5'-7 7/8" x 4'-1 1/4" Double/Single Hung 15.8 8.78 1 No 23 0.37 197.5 1 219.5 2842 2'-10 1/8"x 4'-5 1/4" Double/Single Hung 11.8 5.2 No 13.5 0.37 147.5 130 2852 2'-10 1/8"x 5'-5 1/4" Double/Single Hung 11.4 6 Yes 15.5 0.37 142.5 150 (2)2852 5'-7 7/8" x T-5 1/4" Double/Single Hung 22.8 12 Yes 29.8 0.37 285.0 300 (3)2852 8'-5 1/2" x 5'-5 1/4" Double/ Single Hung 34.2 18 Yes 46 0.37 427.5 450 3052 3'-2 1/8" x 5'-5 1/4" Double/Single Hung 13 6.3 Yes 17.3 0.37 162.5 157.5 (2)3052 6'-3 7/8" x 5-5 1/4" Double/Single Hung 26 12.6 Yes 34.6 0.37 325.0 315 Rough Door Frame Area "u" Light Area Vent Area Max Room _ . ._. _ .__. . Designation Width Heigh Thickness Opening Type Material Material Finish Description (SF) Value (SF) (SF) Area(Light) W68 1 3/4" 38 3/8"x 82 1/2" Insulated Steel Wood Primed 36"Exterior 21 0.14 0 21 0 DBL 3068 6-0" 6'-8" 1 1 314" 75 1/4"x 82 1/2" Insulated Steel Wood Primed Double 36"Exterior 43 0.14 0 42 0 3068SSL S-O" 6-8" 1 1 3/4" 54 1/2"x 82 1/2" Insulated Steel Wood Primed 36"Exterior w/SidelBe 31 0.49 2.1 21 26.2 3068DSL 3'-0" 6'-W 1 1314- 69 1/2"x 82 112" Insulated Steel Wood Pinned 36'Exterior w/Dbl Sidelites 40 0.164 4 0 50 2868 2'-8" 6'-W 1 1 3/4" 34 3/8'x 81 1/2" Insulated Steel Wood Primed 32"Exterior w/9-lite 19 0.358 4.8 0 60 2868(20/45 min) T-8" 6'A" 1 3/4" 33 1/2"x 81 1/2" Insulated Steel Wood Primed 32"Rated Exterior(see note 19 0.14 0 0 0 3068(20/45min) 3'-0" 6-8" 1 3/4" 37 1/2"x 81 1/2" Insulated Steel Wood Primed 36"Rated Exterior(see note 21 0.14 0 21 0 6068FWG(Andersen) 6W' 61-8" 1 3/4" 72"x 80" Wood Vinyl Vinyl Primed ISlider(safety glazed) 40 0.32 23.7 14.7 296 8068 FWG(Andersen 8'-0" 6'B" 1 3/4" 96"x 80" Wood Vinyl Vinyl Primed ISlider(safety glazed) 54 0.32 34.3 21 429 6068FWH(Andersen) 6'4" 6-8" 1 3/4" 72"x 80" Wood Vinyl Vinyl Primed Hinged(safety glazed) 40 0.31 21.9 16.1 274 6068FRHP(MW) 9-91 6'-0" 1 314" 72"x 80" Wood Vinyl Vinyl Primed Hinged(safety glazed) 40 0.38 25.2 17.6 315 6068FFZSP(MW) 6'-0" 6-0" 13/4" 72"x BO" Wood Vinyl Vinyl Primed Slider(safety glazed) 40 0.39 24.6 15.4 308 6068SGD(Serest) 6'-0" 6'-8" 1 3/4" 72"x BO" Vinyl Vicryl Vinyl Primed Slider(safety glazed) 40 0.36 24.6 15.4 308 606BIVSP(Twinseal) 6-9' 1 6'$" 13/4" 72"x 80" Vinyl Vinyl Vinyl Prefin Slider(safety glazed) 40 0.34 25.2 17.6 315 6068SPD(Theonatm) F-U' 61$" 1 3/4" 75 1/4"x 82 1/2" Vinyl Vinyl Steel Primed Hinged(safety glazed) 40 0.28 21.9 1&1 274 6068 French T-0" 6-8" 1 3/4" 72"x 80" Wood Vinyl Vinyl Primed Hinged(safety glazed) 40 0.31 21.9 32.2 274 Interior Doors. 1668 11-6" 6'-8" 13/8" 20"x 82" HC Hardboard Wood Prime/Pre 18"Swing 0 0 0 0 0 2068 T- 6'$" 13/8" 26"x 82" HC Hardboard Wood Prime/Pre 24"Swing 0 0 0 0 0 2668 2'-6" 6'-0" 13/8" 32"x 82" HC Hardboard Wood Prime/Pre 30"Swing 0 0 0 0 0 2868 2'�" 6'-0' 13/8" 34"x 82' HC Hardboard Wood Prime/Pre 32"SvArgi 0 0 0 0 0 3068 3'-0" 6'-0" 1 318" 38"x 82" HC Hardboard Wood Prime/Pre 36'Swing 0 0 0 0 0 2068 Double 4'-0" 6'$" 1 3/8" 50 1/2"x 82" HC Hardboard Wood Prime/Pre Double 24"swing 0 0 0 0 1 0 2668 Double F-O' 1 6-8" 1 1 3/8" 62 1/2"x B2" HC Hardboard Wood Prime/Pre Double 30"swing 0 0 0 0 0 2068 Double French 4'-0" 1 6'-8" 1 1 3/8" 51 1/2"x 82" HC Hardboard Wood Prime/Pre Double 24"french 0 0 0 0 0 2668 Double French 6-0" 6'-8' 1 3/8" 63 1/2"x 82" HC Hardboard Wood Prime/Pre Double 30"french 0 0 0 0 0 3068 Double French 5-0" 6'A' 13(8!' 74 1/2"x 82" HC Hardboard Wood Prime/Pre Double 36"french 0 1 0 0 0 0 2068 Bi-Fold 2'-0" 6'-8" 1 3/8" 26'x 82" HC Hardboard Wood Prime/Pre 2068 Bi-Fold 0 0 0 0 0 4 "f'.ir.0. 2668 Bi-Fold 2'-0" 6'$" 1 3/8" 32"x 82" HC Hardboard Wood Prime/Pre 2668 Bi-Fold 0 0 D 0 0 % Q` 3068 Bi-Fold 3'-0" 6'b" 13/8" 38"x 82" HC Hardboard Wood Prime/Pre 3068 Bi-Fold 0 0 0 0 0 f 4068 Bi-Fold 4'-0" 6'A" 1 3/8" 38"x 82" HC Hardboard Wood Prime/Pre 4068 Bi-Fold 0 0 0 0 0 0- 5068 Bi-Fold 5'-0" 6'-8' 1 3/8" 38'x 82" HC Hardboard Wood Prime/Pre 5068 Bi-Fold 0 0 0 0 0 ( ` 6068 Bi-Fold F-0" 6'-8" 1 3/8" 38"x 82" HC Hardboard Wood Prime/Pre 6068 Bi-Fold 0 0 0 0 0 11 1)Rated door assemblies shall be read! 45 minutes(Mr)iinwing flame aiM haNwae. Read door assemblies shall be presided with seg dosing hxges 0309.1) 3A zi nii soar glaairg:nodi campy ugh s«uon wm - ... . . $i�h 3)Any door stnvn In the abaee sdredble may be substrtVed for a"dcor shavm an Plans pvuded Me substituted door Is equal to as beaer Man the algynal door q W-Mmuf a uWs Published Wkretim�Wue(s)alas not exceed D 5 CFM/SF of door sea roc rlmgw ex m"doors aid 0.3 CFM/SF d blas area b Wedw slidirg doors(ECCOW Tale 5o2 Q n 5)Maximum Raorn Arm@ght)-light Arm/re THE PLANS AND SPECIFICAnONS OF THIS PERMIT SET { l bT Maximum Roan Arm(seht)=Nerd Ansa/.0e ARE DERIVED FROM AND CONSISTENT NTH THE PLANS 7j Frame walls 1cors.and catmgs not"head to allay moisture to m AND SPECIFICATIONS ASSOCIATED NTH APPROVAL cape ahold s sodded wdh an n the ed Hou nterda hearth a mawmum pmmeaxx rating d 1.D Parrm M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, whm tesiW m aeeordence wird Pracedrre•A•of ASTM E96 The�aptt retartler sh&I be installed m Me wartmnvnnter side o1 the thermal insulation. BOTH ON FILE NTH THE DIVISION Integrity Building Systems, Inc. IDEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 REV: 3/23/04 C170904 DOOR & WINDOW CUSTOMER: GRATTAN DRAWN BY: CS / GS TWO-STORY SCHEDULE A2.1 Table A3 281L Tng Stony Units Floor Girder Spans Table 2-280.Wide.-Exteam Wafi Header Spans-Two Story Units Table B-32811.Wires-Natinq Well Header S.... True Story Units Table D-2-2847.Wndes-Column Spans Two Story Units Nominal Gird.. So.., Column IS Pat GSL 65 Pat GSL Homs Grade L Specie- Clear Spa Width /S Psi GSL 65 PJ d GSL 15 Psi 65 PGSL Configuration ffeeQ Ircles Ft In Oouble ❑pie Double imgle Double Double Inches Faet- Inches Nchez Feet Intoes 4SPsfGmund So..Live Load: Nem bar Member Member Mento. Member Membra Mcmbar Member Size Grade sectors Nches Inches fiches Sin Grade bxme. Ixhes ® 1 46.00 3 1000 35.75 2 1175 28 Doubt 2x10 Np.1/No.29pi 1125 3 13.25 2x3 Slid_ NA. NA. N.A. N.A. 2.4 SLA A50 N.A. LN ToubW2xlGNests 2x 1ONo L/No Spl 5]25 d - am NA. NA. NA. NA. in.3 20.50 N.A. ?x4 N-1 VN.2 NA. NA. NA. NA. !n I/N:+ ' 2(1-50 NA. ® 2 108.25 9 0.25 87,75 7 375 Double 112x914'IVL IE81 95.5 ] 11.3 2.6 Eerd NA. 2458 NA. 22.00 2x6 Se--„ 35-50 29.25 1 imine 112x914"LVL(E1. 109.00 9 1 40.1', NA. 21.50 NA. 22.00 'no.11N-.2 35.50 29.25 [xca Fourl12s91A'LVL(E1.81 12000 10 0 Nn '/No.- NA. 0 NA. 22.00 2.8 Nu.3 45.00 4150 ® 3 170.50 14 250 139.50 11 7W 2.6 47..3 2950 4143.0100 26.50 34.50 41 m 1�::n 2 00 11.50 2x Ps N u.iIN*.2 29.50 13.00 2650 3150 2x10 !:a.3 55.00 50.75 65 PslGnound Snaw Live Load: CL 2x8 fir,1 41.50 51.75 3600 50.00 tio.l:fb.? 55.00 50.75 4 232.]5 19 175 191.. 15 1150 1!4702 /1.50 51.75 3600 50.00 2x12 No.3 63.75 5875 28 Double2,tN.Vila 2 SPI) 1175 3 515 2.10 No 3 50.75 66.75 4650 61.5 No tF'9 66.50 60.00 2x4'0. Liple2v 10No.1/No.29p1 5350 6 � 55 4a '!Nc.2 50-75 6550 4650 6125 112 512 ,F'ft 66 75 62.25 -- CL 2.12 ho.' 58]5 77.50 51.00 71.00 112.71/4 E 1 8 88.00 82.00 5 295.00 24 7DO 243.54 20 350 Double 112x914"LVL IE181 9100 ] 7 No.1!No.2 60.25 ]9.75 54.50 71.00 1112x914 'Lt E1.0- 112.25 101.75 2x Ps Insist 11Q.91A'LVL(E1.81 1015 B - 9.25 112x512 LVL,EI.'cI 63.25 72.50 5650 67.5 1112 s 1114'111 E!8 136.50 127.50 Four 112x919"LVL(E181 115.00 9 - 7 112x714 L-L:"_1F 11150 95.50 77.50 88.75 212.12 1,11,!E'8' 145.50 136AW 3575 29 625 295.5 24 725 112x914 LVLT EI 3; 106.50 12200 99.00 113.25 112.1212 LL: El,0 151.75 141.50 2x4. Notes. 112x11 lA LVL IE td 129.50 11625 120.25 137]5 112x13 -d,r E18I 157.75 /47.25 CL 1)ApplicablebboxwkhswWlfiBmcheswAe 112x12 LULIETd. 138.25 1565 128.25 116.]5 1112x1312!:_i R81 163.)5 153Dp 7 419.50 34 11.50 347.5 29 11.5 21 Loads include The hdicated live Wad,anWafanced sorrow surdh.p ed.and a 20 psi epic 112.1212 L'.Lr E I a 147.00 165.00 1 133,75 15380 112x14 1!E187 170.00 158.50 Webad,andaMpsf.emMBamliveload. 112x13 LVLIEIB'. 149.5 171.50 1 13980 159.00 112.1412 C.'L!Ei 81 ## 176.00 161.25 31 Spam are hs dear span belweenee afar faces.All faunf must be located aver a pier Icolumnl. 112,1312 L'L i E 1 Z 155.50 178.25 1 144.50 1 195.25 Q Applies to he man Icor of a for,Use r>nd entered Tia neWrze W ails 5)LVLto be E1.TFb=XMpx,Fv-285 psi.and E=1 as 10"6pst AOvalues are mirimun. Column 45 Pat GSL 65 Psi GSL See Sae Spaces 4Configurations Need.M Inches Feet- Inches inches Feet- Inches head./ silllessteNm A Table A-1 Girders-Floor Load Only-40Pal Floor Load chmrxtemng A Section'.A-A dud See cobmnslud ch Section'.A A 1 4600 3 10.00 3575 2 1175 See iamb sbsd deR ter mesbre olmlvnns ,LLL22�LtSSI111 2x 4 Nominal Girder brmesb.roflamb- ardheeder.wpon Home Grade S Species Clear Spans and header support ® 2 ±1' 9 amWidthzxrzFeet Inches FL In. 13 Soo taut. 10 v7s Note.: 1®�1 2xPa 25 Double2xBNo.1/No.2Spl 32.00 7 8 Notes: Smaillrh.Umherembmofslh 11AppfimbWt.boxwdOeplwmlwin.M.. Td Ie2x8No.1/No.25 f 121.00 10 1 11Applicableb abpxwidhs olwblwirches wihl6irch eaves. 2)ARleadens are single ordoublememben SploLLVLwm Fe wide fou mfemMvmecelly. Notes: Da1ble2x1ON0.1/No.2Spf 113.00 9 - 5 2)Aubeader.eredoraleorbiplemember6pi or LVLvMhleddefaceoniemed wncally. 3IAIILVLbbe GPLam Grade EIB,Fb-26wm,iminl 1)At columns 0.M mating wagswdsm be 2x4 Na.9Spiw S.d Gr.Spf Sp-mbesedon Tri Ie 2x 10470.1/470.25 f 140.00 12 - 4 31 All LVL b be 6 P Lam Grade E 18,Flo-AM pis(min 1. Il Appfimbr,bmonO qpe Busses wih tool dopm albea,eenN2/12 and 7/12 - send spacing of 36 inch are gn.Mese. Domble 112x714"LVL(E7.8) 120.50 1Q - Q,5 11 APPOmbteb mono type lusxes whnoolslopes pibeN.eend l2/12 and 7/12 51 Loads include an wbalaxed load.udnnge.e 20 psi also We load.aMa30 px( 2)Applicableb 9R imax.)walN on he main(bwwg floor story units. 51 Applicator,b fie l.L.te,ofhrostory uia ybdyeff, imom imirs Includes the five load ted loon We load. 3)Applicable bmowidhs up m 168 inches(max) T rl le 1112 x 714"LVL IE 1 81 138.00 11 6 listed plus an o tafarpeE iwtlrarge,a A p.faaclive load,and a 30 pd 2nd floor live bad. 4)The romberoicobmns indicates me number per hag. Dolblel l2.914"LVL(E1.8) 153.75 12 9.75 TABLEL -ENPI NEADERSAND SILLS 5)All columm mustbr panota wall elhermahg ll waor a Transverse wall.which has streaming Triple T112x91J1"LVLIEI.8) 1713DD 14 - 8 120Mph Eap.0 Table M -JAMB STUDS FOR CAPE COD S TWO STORY UNITS fastened b oasts eplumn member. 120 se ph exp-c wind ADading/3 sec.Suet., 5)1a column ah between saw openings,use me sum otme eco spam b detenolne me column 7)Loads include indicated we bad,an unbalance snow surcharge,a 20 psf auto We bad,and 28 Double 2 x 10N..1/No.2Spf 106.00 8 10 2x GSide Wella:- 45 Psf Ground Snow Live Load: a W par 2nd mor INe and Triple 2m IONo.1/Nu.2SOT 140.00 11 8 2.6's Double 112x914"LVL(E7.8) 148.110 12 4 Maximum Openings Jambs at the Side of an Opening: Jambs Between Openings: Number End Z.... IMa'm'Z. nr Total Triple 112x914"LVL(E1.8) 169.50 14 1.5 of Number Number Maximum Spans: Maximum Spans: Members Inches Ft In Inches Ft In of of Sind Gr.or No.3 Spl 32 Double 2x10No.1/No.2Spf 100.00 8 - 4 1 70.5+0 5 - law n.5 6 515 Jambs Jacks Vouches) IFtI - (Inches) (Inches) (FQ - (Inches) 2 9975 8 am 109. 9 150 � Tri Ie 2x 10No.1/470.25 f 140.00 11 8 a Y'DO 10 11.9m 113. n 11.511 2 1 62.00 5 - 2.00 NA. Double 112x914"LVL(EI.Bf 142.50 11 1D5 No.2Sral Triple 1121919TVL(E1.8) 163.00 13 7 1 9150 7 7.w 1065 8 125 2 121.00 10 400 13200 n Om 3 1 62.00 5 2.00 62.00 5 200 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET Note..- 3 11200 11 10.. 15100 12 7 2 123.75 10 - 3.75 ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL 11 Tobeanelfectverimpisinobugjoirtsmay fall DWI the lengthollhespan. M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, 21 Applies to a 40 Pbf Hoof Fe had and maybe used on filstpi second floors. SP.mrsenedwo.the number of fasten.,. a,..it BOTH ON FILE WTH THE DIVISION 31 BoxWidte:256-150 inches per haM;28R 16Bimhesperhalf;32R-189" (Nobs Sand 11 pEnd Zones: per hell Inlonig,toms' 41 LVL to be E 1.8;Fla-2600 psi,Fv=285 psi,and E-1.8 x 10"6 psi.(min) No. 15Ga.Sraptes 131x3'Nds 15Ga.Staples .131x3'Nak JeckStod(s) D ori 0 ori Par Span Span Span Span 0 GOIn EM Ikedual floor Inch.. Inches) --�„ h�f 2 175 MOD 2075 31.25 it\S r� 3 5.75 38.75 31.00 4675 Jamb Surds /��`�IG'r ✓\\ 4 31.w 51.7511.50 625 � 5 1300 lulm 51.75 7600 6 51.75 0.75 6200 Saw 1 [,;` 4 t t�� 1 7 W25 90.75 n.w 10925 ,l B 6900 1Mm Mn 12475 Notes: ))All studs to be 2 If 6's S cod Gr.or No.3 Spf 2 0 pphes to side walls up to 108 inches tall 2)Jack studs are those cutto supportthe header.There is atleastone wrier every header.The total number of Iambs studs includes to jack studs. 3)Maximum box width of 189 inches. 4)J asks and jamb studs to be fastened together with.131 x 3"nails 4 inches on centre 51 Fasten top and bottom plates to every stud with 4 .131 x 3"nails. it Nal x: 1.Applies b ag eM coax headers and s11a.aM all aide wal.illa. 61 Applies To the lower story of a two story and cape cad nits with slopes of 7 to 12/12. 6 2 Staples are 15 Ga.x TAW 21R",park are.131 x T'PD.AII Msterers we end teetered 3.Tie-be'of b.b.ers may 6-.9.111 aplxbemeen..WW members. 4.For spam larger han sbvn.mmber.and spam may be added. Integrity Building Systems, Inc. IDEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 Cl 70904F FLOOR 022 CUSTOMER: GRATTAN DRAWN BY: CS/ GS TWO-STORY SPAN TABLES Table E-2 288Wide, EaenipnWAHealin Sans Table B-2.2Ba.Wides Matin,Wall Headm Spann Table C-2-28ft-Ranch U"its-Maiing Wall B e is in Summary Table D-2-281I.Wides-Column Spans-Ranch Unils 45PsIGSL 65PsfG5L Carboni sports Double Triple Debk Llpl° 45 Pill GSL 0Pit G5L Colum 45 Psi GSL 66 lost GSL Membe, Member Membe, Member Membra Single Da Single Do181e Bea.. Single Layer of GP Lam I A)or a qual. Configuration Size Gads Irdai Ircle. notes Ird.e. Membe, Member Membm Membm Membe, Indxs Feet- hvhes Inches Feet- Inches 2.3 'tA NA. 25.]5 NA. 20.00 Size Grade Inches I-'s Intoes hdas Nc3 NA. 25.75 N.A. 20.00 2x3 s NA. L21_11t NA. N.A. Bee. Maximum Spens Ne 1/:do.2 NA. 25.M N.A. 20.130 N°.3 NA. 21.]5 NA. NA. Depth 45 Psi GSL O�-IILyA-JIT© 1 26.50 2 250 1750 1 520 2x5 cexl -27 SO 36.00 2100 28.00 No_ILNu.; NA. 22.75 A. N.A. Inches Feet Inches c-s� 2x4 Nc.3 2750 3625 21.00 28A0 2x4 Said NA. 30.50 N.A. 26.75 - N' VNp.2 22% 36.25 21 AO 2810 A°.3 NA. 30.50 NA. 26.75 - ® 2 69.00 5 9130 50.75 4 275 2x6 Nc3 40.25 53.% 35.50 67.00 Ne.I7N.2 NA. 32.00 NA. 26.75 312 3 - 625 2x4's Nc.1]Nn2 40.25 53.]5 33.00 47.00 2x6 V°.3 30.]5 44.]5 26.50 3975 512 5 - 4.75 2x6 h'0.3 51.25 71-GIT--25w 45.25 59.50 No 1:Na2 30,75 50.25 26.50 4200 Ne.V o.2 52.00 ]LOB {525 58.50 2.8 No.3 40.00 5675 34.75 5025 71/4 7 - 0.00 © 3 111.75 9 8.75 8425 7 025 2.10 Nc 3 62.50 8225 5525 7250 91f4 B - 9.00 Ne VNo.2 6650 %50 5575 71,50 40.1 Not 4050 6650 34 75 55.25 2x4'5 2.12 Ns J 72.50 SISM 61.00 8125 2x10 No.3 18]5 6925 1325 61.50 111/4 10 - 5.00 Ni, i!Na.2 BODS 1IM25 6]]5 %,75 No.I rNo.2 51.50 84.75 1410 70.50 12 11 - 0.25 41 15425 12 1025 117.75 9 9.75 2.12 N.A 56.50 W 25 50.25 ]1.25 112 v512 IV,IE18; 60.)5 9115 ]3.00 83.50 /4 12 - 6.50 2x45 112 x71N L�'L(tlJl; 106.25 12175 %.00 110.25 No.1:Hn2 62]5 103.00 51.00 85.75 112.512 'JdLIEI BI 65.00 8].00 57.50 ]9.00 16 13 - 11.25 ��WI 1I2x91N L-L E1.81 135.75 155% 121.25 14I 112011 '_VLIEI 8I 81.00 11 U5 ]4.50 1,4.25 18 15 - 225 a�� 196.75 16 4.3 15125 12 725 112.11 iN LVL I E t9 16575 189.00 147.50 1]1.00 1IR.91N LVL Et? 105.25 116.50 93.25 133.00 2x4's 112x12 L':LIE10 17115 201.% 15525 182.50 112x11 to LN.(E1�) 125]5 1]825 111.25 161.]5 20 i6 - 4.00 112v1212 LVL fll 160]5 210.50 161.50 190.% 112x12 -VL IE151 133.00 19025 118.00 1]2.50 112x13 l:'LJ E1 a! 18975 21850 167.50 19].50 22 17 - 4.50 - Q 23950 19 11.50 194.75 16 4.75 112x1112 196.50 227.00 1]3.50 205.25 112e121Q N'•.I Et51 13)]5 198.00 12225 1)950 24 18 - 3.75 2x4'5 - 112x13 'CVt IEI EI 112.50 206.00 12G.50 Mm I%:25 112x1318_V! F1E7 10.25 214.00 130.50 193.00 7 28200 23 6.00 216.00 16 200 See 2x4', heede,7 Beam'. Single Layer ofGP Lam(E7.8)orequal. sNlacb,:a A SBB SpaC°' dram Sestipn'.AA neem] Braced Transverse Walls-Tributaries mte6: See Nmb.hd dun s,ll ksbnnp A Beam Maximum Spens Colum dS Psi CSL BS Psi GSL lonr.mbis 0fi.ra, shelf Section'.AA Depth 65 Psf GSL Configuration and bade,s,ppod Sae wkmn stud d,ei Inches Feet Inches Indies Feet- Was Inches Feet- Inches forambe,dwh.nm .d heads mppori 0. 312 3 ---1 75 2 49.50 0 150 3910 3 3.00 512 4 - 9.75 I 2x4 See siN dartb,tle,.mbm alma: 71/4 6 - 3.002 Nous: I gil V4 bra 2x4's 78.00 6 6.00 6125 5 1.25 DA,disableb abdxev fd11eflis l6Bi,alas Mnl6inbeaves. Note.: 91/4 7 - 10.25 nae e 2111 header amdebk MliDkmembm5pl oh LVLwmtu ince lace o,nMed xelbrnly. 11App,cedeuabpx wdtlrc 0fw m168iwbes. 111/4 9 - 525 bleks 3IANLAt.MGPum Grade El9,Fb-Mp.ilmin4 12 16 - 0.25 2 4)Appkabi.bmaroyp.timne,v:Nmofslope.dbeh.ee"412712a,d)n2 3)AILVLbbe GPLnm Grade El.B.Fb.2MOpsilminl. 2x65 76.00 6 6.00 6125 5 125 Sl Leedn include the tw bed irdiukd,enueelerced hoed sudwge.md a WpsfancLL 11Appliouble b mpm ppe timses euhaiifsbpa, Ibelxean4l2112e.d 7/12 14 11 - 625 _ King Post 5)Loads irdude an vl6a Wrad bad.uda„e anil a Apnf ali load. 16 13 1 0.00 2 6ISFgbmembenheaders may bebaledin tesedimcave; 18 14 - 5.25 2x6, 127.75 10 7.75 10025 8 1 425 TABLE M-JAMB STUDS FOR RANCH UN TS Table C-2-281tWide.-Matin,Wa11 Haaden Summe,y Eaec6ve Padeaamfleil 20 15 - 9.50 hkks 71Dsphep,.cniri+Jkaexg IS,,.bury 22 17 - 1.25Notes: ISA'/GSL eleasw Floor or Caliln win 2x10No.25 i min- N0k5. 24 18 - 410 Beem 1)All Cmkanrs and mahgwelskids to be 2x4No.3SpiorStW Cr.Spf.Spans based an 15 PSI 031. Optical. "spacing of 16 Inches an Mier. 2 x 6S ide Walls-B M S ide WaNr,5bd.2Vok: Span Span Notes: 2)ADDOaabla to"Is up to 6-G'onborevidCs of to 168 Inches(mast). J amb s at the,5 ide of an Opening: Jamb.Between Ope,:rga: Menem Oram inches Inches 1)Appliesto a boxwldths upto 160 inches. 3)The runberoliwhners indintes the rurhber perhat. Total 2x3 shad 5F1 37.084)Almksms math be pad da wall.either mating Wall or a trancversa vall,wfichhas sheldrig Nunbe Number Madman Spam: Maefmum Spans: cm 3 90 4015 37-00 2)Beams to be an both helves and located in the ceiling cavitytasbnedto eaohoolu mmember. of of kI;a2 Stl 3)App lie s to roof live load es listed b elow end a 20 p s l naic live to atl. 5f perkgs.wethe sun at NaB Jambi Jails rates Fdes F - kfirches 40.50 3].25 N a a0h1r111lB4 beNAenMaO pans to deteminee to aakann. 254 stvd 6pl nso 3825 4)Seem tohusskingposC 14-.131 x3'nails orlO-i8x3'screws,or 6)Tdbulary is 112tre span or 112 the contented spars(d behvan Mb openings).Brg blocks N"3 S"1 gist hanger specified in the fastening schedule. 2 +21EIDDO do 7 1u0 NA. 4t5a 3625 I 9 P 9 bWglwdwitrPVA adhesive and naiedbta beamvitl.181x8-nmis.Use2x8x10'bg at rez Rl 4710 3650 bkxks over2x4aolums vitt 10nalls and 2x4x18'blocks Win 14na0s over 2x8 women. 3 E 7 925 6650 5 650 2x6 N°a Spt 47Mam 13 13 200 Nt"F-.r 4850 44.00 7)Loads NxkdeiMbatediVe load.an uhbalance snowssrdarge.and a20 psi aticMe bad. 2x0. Nc., S,s 57n 51.50 el r VgSFr 50.00 51,1,1 2x65itle 50.11. 9-rSide Walls Stud.lVisk _3710 Nc3 spl Moo 6125 Jamb.athe Side°fanopeniy: Jambs B.1.as0 nrre�s THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET Pani",•: zx tz nw.3 a» T¢iAaO 5g 2505 ARE DERIVED FROM AND CONSISTENT Y4AH THE PLANS Teb n]a3 SN saw 7a50 AND SPECIFICATIONS ASSOCIATED AL APPROVAL Number N,mbe Nadmum Spens: Neximue Spam: M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, of d Jamb Jails r F Inch: 12 BOTH ON FILENTHTHE DIVISION 2 1 (050 6 850 NA. wb7 3 1 91.25 7 915 ]625 6 - 1.25 2 14550 12 150 UmRenb Header and n� NEVI,i V Jadsedli) 0 Head.,Slppmb lon2Flwrflim (/Co�VF 0- Ul Jamb Bhadra {'1 � LLy Lerb Jamb 10,2Ce8ng Rim Notes Double Member Head... wCn\!}t- 7, / Q: Note .-1)Alsednbbe2.P.Sed GroN .3Sdaledicabd msirg.4,hatiotldeemlt,pblM DAaenteatoabu ei,tls up to 101 bcl�end l,asm pMM1rads mihM1 slppes ip 1p)/12. � F Mex kM1 3)Lads takes to a tea ee in Jews aesd,adage ID psi as We load.and a IOpzf saadlpe lice lad. /t 21Jeditrdse,elgie Wro.,ppoth heeden Thne tl eslom vdm every 4)NJ someiw.embmelamstay dated bous - leaden iia balrunbsn 0liemb sed .dude.uei le v0. 5)TOle a osmedademmber vat me wile lace matanf andlly 4)J inhoxbsked, B9 rancher rdhal6'rldheh13D. a 5)Tobe nefeclhe lin,tknlda nxel be2x 10 NO 2SpItMbled Mie rolaMs seethe lenptb dla°span. } IlJadsandlamb sldsbbekskadbathe wth 131x3rmistndas onager 4)Nlnmdmmdaeeobpe nimrber Spnwmma xtae bee eiar4M xetnry. /%.h oa hAFa.knbp ardbdbm DMNiberorD ittl dth<'131xTmix. 5)Tobe meleslie,tin.amnldr mato beta 10149 Mme rap l,Axs der lM1e leglh°Ilse span. �L� 4 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 1 REV: 3/23/04 C170904 SECOND FLOOR A23 CUSTOMER: GRATTAN DRAWN BY: CS/ GS TWO-STORY SPAN TABLES FX IORi Ywu (Fl I SIFLLEO RIDGE KNi EW 13 l� H mom F WPUED ML. BYBY 0cF .S LLEO E%IEROR LIENL I ® ®nuLm as - M ---F==�- RORw a Ruuws RIGHT EVATION ex omrns FRONT ELEVATION Iz r� H H H FL Tq y 9RKIm/F ws*sum cea.E swlRc Q 1NE ® ® p . 0 M. O TY0,9 um ® s R AR ELEVATION 1 FT VAT10N !'p THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL 2 M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, 'l BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 ELEVATIONS ELI CUSTOMER: GRATTAN I DRAWN BY: CS 1 GS TWO-STORY 6 GFCI xn X 18 GAS RANGE i 5 15 QO 2 KITCHEN 15 2 2 I _—J 20i w1 3 b 15 8 J -------- DINING _____DINING ROOM I f_____------ 19 i 2 _ 7 3 3 X 15 15 DN r WA&62T r DRYER 1 n n r @ �6 I Ii 6 a � - —56 "b g J J Up II i1i -- _ Z LIING ROM a BAT 4 14 6 9 #3V '6 \ TO THE BEST MY KNOWLEDGE, BELIEF, ND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE I ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). 6 6 i COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL 16 COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 ---" ---� PANEL BOX DROP THE J SET RE DER VED FROM NDS AND SPEcinCCONSISTENT WIITHPTHEI PLANS I 8 X 16 LAND SPECIFICATIONS ASSOCIATED WITH APPROVAL - - J 4 M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE NTH THE DIVISION FAMILY ROOM ------------------ 116 GFCI /pF NEVVWP is Y 116 °< rHwBB el -7 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 FIRST FLOOR Ell CUSTOMER: GRATTAN DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN 10 B'HW98 10 27 8'MYBB 27 1 BEDROOM#a BEDROOM #2 27 oQ— ro I` 9j � � y 27 10 ( SD \\\\\ 23 7 27 27 10 L 23 7 9 _ 3 AT 1 8 36 M #� 9 23 u Ii SD SHWBB ii Ii BATH � o ' 23 O BEDROOM#1 - i 23 L THWBB 36 3 1 „ 13 1 ! .L i L413 3 SITTING ROOM % o NEW y ,3 4-M, 0� I 13 2'HWBB tss� qoa Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 SECOND FLOOR E2 CUSTOMER: GRATTAN DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN TYPICAL PANEL BOX SCHEDULE 200 AMP ELECTRICAL SYMBOLS CIRCUIT DESCRIPTION BREAKER 1wiRE CIRCUIT I DESCRIPTION BREAKER WIRE 1 KITCHEN GFCI 20 AMP 12-2 2 1 GEN LIGHT 15 AMP 14-2 $315 AMP,3-WAY SWITCH @ 42'AFF 3 KITCHEN GFC1 20 AMP 12-2 4 GEN LIGHT 15 AMP 14-2 $ 15 AMP,SINGLE POLE SWITCH @ 42'AFF 5 WASHER 20 AMP 12-2 6 GEN LIGHT 15 AMP 14-2 7 BATH GFCI (1 ST) 20 AMP 12-2 8 GEN LIGHT 15 AMP 14-2 GD 15 AMP DUPLEX RECEP 15'AFF 9 SMOKE DET 15 AMP 14-2 10 GEN LIGHT 15 AMP 14-2 WPO WEATHERPROOF GFCI EXTERIOR RECEP 11 GEN LIGHT 15 AMP 14-2 12 DRYER 30 AMP 10-3 GFIO GROUND FAULT RECEP 13 GEN LIGHT 15 AMP 14-2 14 GID 240 VOLT 15 DINING ROOM 20 AMP 12-2 16 DEN/FAM RM 20 AMP 12-2 D SPO 17 MICROWAVE 20 AMP 12-2 18 EXT GFCI 20 AMP 12-2 RECESSED SPOT LIGHT 19 REFRIG 2OAMP 12-2 20 DISHWASHER 20 AMP 12-2 WP>a� WEATHERPROOF 21 WP MOTOR GFCI 20 AMP 12-2 22 GARB DISP 20 AMP 12-2 EXTERIOR LIGHT 23 GEN LIGHT 15 AMP 24 WATER HEATER 25 AMP 10-2 COMBINATION FAN N LIGHT 25 FURNACE 20 AMP 12-2 26 DUCTED TO EXTERIOR(50 CFM) 27 GEN LIGHT 15 AMP 14-2 28JB JUNCTION BOX 29 30 31 32 PULL CHAIN LIGHT 33 34 112 SWITCHED 15 AMP 35 36 BATH GFCI(2ND) 20 AMP 12-2 }{ DUPLEX RECEP @ 15'AFF 3738 39 40 �DTOODEWTE/RLIIOORRT(100 CFM) 1)WASHER,DRYER,AND WATER HEATER INSTALLEDINSURFACE MOUNTED LIGHT BASEMENT 8 WIRED BY OTHERS-BASEMENT MODELS 2)WMOWAVE,GARBAGE DISPOSAL,DISHWASHER YMIRPOOL CIRCUITS ARE OPTIONAL THERMOSTAT 42'AFF 3)WATER HEATER WIRED BY FACTORY-CRAWL SPACE MODELS ONLY 4)DRYER AND RANGE RECEPS OPTIONAL DEPENDING ON APPUANCE TYPE Q SURFACE FLUORESENT LIGHT 5)SELF CLEANING ELECTRIC RANGES WIRED PER MANUFACTURERS INSTALLTION INSTRUCTIONS e)SEE PAGE'N1'FOR ELECTRICAL NOTES A SYMBOL LEGEND n FURNACE CIRCUIT OPTIONAL(CRAWL SPACE MODELS)& TV JACK 15*AFF INSTALLED IN BASEMENT 6 WIRED BY OTHERS(BASEMENT MODELS) B)PRE-WIRED BASEMENT SMOIT DETECTOR PROVIDED BY FACTORY AND DC DOOR 09ME MOUNTED BETWEEN FLOOR JOISTS B)ONE AUTO SETBACKTSTAT SHALL BE PROVIDED PER DWELLING UNIT. THERMOSTAT SHALL COMPLY WITH EOCNYS, 0 DOOR CHIME TRANSFORMER ® AC I DC SMOKE DETECTOR . PHONE JACK 0 15'AFF. PANELBOX G 0 CARBON MONOXIDE ALARM Q �c / t ��FO C8H73Q b q Z(04- DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 PANEL BOX Integrity Building Systems, Inc. CUSTOMER: GRATTAN DRAWN BY: CS GS TWO-STORY SCHEDULE E3 s-2}' 3'-* -_ D SS i SEE PAGE S2 FOR EXTERIOR SHEATHING FASTENING F f-----if-----1 I II I B I 11 I C ed S4 O O TO THE BEST OF MY KNOWLEDGE, BEUEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 HSS4X4X12®CEMG FRAMER THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET 1 ARE DERIVED FROM AND CONSISTENT WITH THE PLANS _ _ HESS%4%72 ON WALL) AND SPECIFICATIONS ASSOCIATED WITH APPROVAL H334X8X 72 ON WALL) FRAMER HSS 4XBX 12(IN WALL) HW8lX 44X 72 BOTH ON LE AND ITS CONDITIONAL APPROVAL LETTER, L BOTH ON FILE WITH THE DIVI90N CEILING HSS 8 X 3 X I2 RN WALL) i FRAME C7 L_-_-_ yr ` Q _ _J--_ _ _ HSS 8 X 4 X 12 ON WALL) HSS 8X4X 12 RN WALL) hrl. O-TC��� HSS 8 X 4 X 120 CEIUNG 8� N HSS 8 X 8 X 12 Q FLOOR SEE STRUCTURAL ADENDUM FOR STEEL CONNECTION AND WELDING DETAILS. BUILDER SHALL PROVIDE ADENDUM TO STEEL FABRICATOR AND SET CREW. V 873A Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 FIRST FLOOR SW1 CUSTOMER: GRATTAN DRAWN BY: CS /GS TWO-STORY SHEAR WALL PLAN D S5 i SEE PAGE S2 FOR EXTERIOR SHEATHING FASTENING ly a I i• B O O 0 53 10. 0 O O TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING F OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL X120 FRAME COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 CEIUMG CEILING BFLOOR � THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET _ ____- _ _ __� _ ARE DERIVED FROM AND CONSISTENT NTH THE PLANS HBSIX BX I2(IN WALL) ___ HSB8XlX 12(INWNJJ AND SPECIFICATIONS ASSOCIATED 'NTH APPROVAL HSS B XBX 126 M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, FRAMER BOTH ON FILE WITH THE DIVISION CEILING A FLOOR HSS 4 X 8 X 12 QN WALL) HSS BX9X 12 QN FR WALL)— AMEf1 _�___ _ HSS ex4xtn(IN WALL) - _ HSS ex4xtn(IN WALL) HSS 8X 8X 12p� ? L CEILING B FLOOR _ SEE STRUCTURAL ADENDUM FOR STEEL CONNECTION w '�_t ` AND WELDING DETAILS. BUILDER SHALL PROVIDE '�<y,l` 1 1 c1 ADENDUM TO STEEL FABRICATOR AND SET CREW. V-1- Ci 9ti Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 REV: 3/23/04 C170904 SECOND FLOOR SW2 CUSTOMER: GRATTAN DRAWN BY: CS /GS TWO-STORY SHEAR WALL PLAN FACTORY SUPPLIED I FIELD INSTALLED RIDGE VENT(16 SI/LF) 20 YEAR FIBERGLASS SHINGLES OVER PLY-DRY ROOFING PAPER (ALT:159 FELT)ICE PROTECTION SHALL EXTEND FROM THE EAVES MARRIAGE WALLS FIRESTOPPED IN FIELD BY OTHERS DURING INSTALLATION 2XB TIE EACH EDGE TO A PONT AT LEAST 24'INSIDE THE EXTERIOR WALL LINE ALL FRAMING LUMBER SHALL BE SPF 01182 UNLESS NOTED OTHERWISE OF THE BUILDING(SEE 89052.7.1) 12 WOOD TRUSS 016.00 7� NON HABITABLE SP:OC) IIT OSB SHEATHING(32/16 SPAN INDEX) (GSL=45 PSF,WIND SPEED=120 MPH) 23W T&G DECKING( � ALUMINUM DRIP EDGE 2X6 FASCIA W/ALUMINUM FINISHED FASCIA R-30 FIBERGLASS W/KRAFT r Gyps PERFORATED VINYL SOFFIT(3.44 SI/LF) PAPER VAPOR BARRIER SINGLE 2X6 SPF STUD GRADE TOP PLATE 2X4 0 IS OC 2X4 0 I V OC DBL TOP PLATE REOD IF TRUSSES DO NOT ALIGN W/STUDS 12'GYPSUM U2'GYPSUMR-19 FG W I KRAFT PAPER VB m 2X6 SPF STUD GRADE 016'OC tIB'STRUCTURAL SHEATHING APPLIED EACH MARRIAGE WALL FAACECE 7/16'OSB SHEATHING AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING 23/32'T&G OSB STURDI FLOOR(24'OC) VINYL SIDING ATTACHED TO SHEATHING (ALT:23W T&G PLYWOOD) 2X10 016'OC 2X10 0lo-OC DBL 2X10 PERIMETER CONTINUOUS 2X4(FLAT) CONTINUOS 2X6(FLAT)INSTALLED ACROSS DBL 2X6 PERIMETER 5B'GYPSUM MARRIAGE WALL SEAM IN FIELD BY OTHERS 2X6 016.00 R-19 FG W/KRAFT PAPER VB 2X40IV OC 2X40IV OC 2X6 SPF#2016'OC 12-GYPSUM I?GVPSUM 7/06'OSB SHEATHING § AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING 0 IIS'STRIICTORAI.SHEATHING APPLIED IAGEW LL FACE VINYL SIDING ATTACHED TO SHEATHING MARRIAGE WNL FACE 7S$(SS) 13'2'(52)j 23132'T&G OSB STURDI FLOOR(24'OC) (ALT:23132 T&G PLYWOOD) TOP OF SILL PLATE LL 2)(10016-OC 2X10 0 16'OC y DBL 2X10 SPF#2 PERIM K W CONTINUOS 2X6(FLAT)INSTALLED ACROSS CENTER(GIRDER MARRIAGE WALL SEAM IN FIELD BY OTHERS i? O THROUGH BOLTS 0 B�7ETWfTH 2X8 PRESSURE TREATED SILL PLATE O IN FIELD BY OTHERS (PROVIDED&INSTALLED BY OTHERS) FOUNDATION WALL /& NE(�,i r BASEM�tyuLS,�u� 4'DIA STEEL COLUMN (PROVIOED&INSTALLEDBYOTHERS) N FIELD BY OTHERS (SEE F7 FOR SPACING) ! N' (. (R-tOMINNW) , . THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET S1uN �� ARE DERIVED FROM AND CONSISTENT NTH THE PLANS q A CROSS SECTION A AND S ASSOCIATED M009-03-021 ANDITS CONDITIONAL APPROVAL LETTER, ` Z S SCALE: 1/4' = V- 0* BOTH ON FILE NTH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 I REV: 3/23/04 77C170904 CROSS SECTION Si CUSTOMER: GRATTAN DRAWN BY: CS /GS TWO-STORY "A" 711W OSB SHEATHING APPLED TO FRAMING WTH 16GAX 7/13'X1 VT STAPLES Q 40CAROUND PERIMETER AND 12'OC ALONG INTERMEDIATE COVER JOINT WITH 26 GA 11?STRAPS. STUDS AND FRAMNO.ALL EDGES SHALLOCURR OVER FIELD FASTER INTO EACH RWFER WITH M STUDS,PLATES,OR BLOCKING 15 GA X 1'STAPLES OR(6)A 20 X I W NAILS SHIM SOLID AND FIELD FASTEN PLATES TOGETHER WITH FASTEN PLATES TO RAILS d TRUSS CHORDS WRH (6).131%T(10d)NAILS PER TRUSS BAY .197'X T NAIlS Q 8'OC COVER JOINT WOH 28 GA X 1 Vr STRAPS. FIELD FASTEN INTO EACH END WITH(7) 15 GA P STAPLES OR(6).129 X 1117 NAGS, ALT:COVER JOINT WITH ROOF SHEATHING AND FIELD FASTEN INTO EACH CHORD WITH(8) 9 FIELD INSTALLED 7/16'OSB SHEATHING FASTENED WITH 15 GA 1'STAPLES PER SIDE OF JOINT. 011011ALTIMIAI w 1 tR'FNI OFNHYfV.L LL (h ROWS OF I3GAX 7)18'XWSTAPLES OR.12T%T HALLS @ T OC INTOO EACH RLI(U.N.O.) FASTEN COLLAR TIE TO CHORD WITH (11).131 X T(10d)NMS OR (10)NBX3'SCFEWS FASTEN RATE TO RAIL WTH .131-X3'NALL.S®6'OC WOOD TRUSS Q 16'OC 7116'OSB SHEATHING APPLIED TO FRAMING WITH GSL=!5 PS",WIND SPEED=120 MPH 1SGAX 716'X 1 UT STARES®1.00 AROUND PERIMETER AND 12'OC ALONG NTEMEOIATE rF.10 iwcwm STUDS AND FRAMING.ALL EDGES SHALL OCURR OVER f—s'i8a1 H'1wWGVEAHo1wH STUDS.RATES,OR BLOCKING IAEG1MLPar E MODULE TO MODULE CONNECTIONS A TRUSS CONNECTIONS C KNEE WALL CONNECTIONS S2 SCALE = 3/8" = r- 0• S 2 SCALE = 3/8" = i'- 0" 716'OSB SHEATHING APPLIED TO FRAMING WITH 1 BOA 718'X 1 1?STAPLES 0 C DO AROUND PERIMETER AND 1T OC ALONG 94TE RMSINATE STUDS AND FRAMING. ALL E0058 SHALL OCURR OVER STUDS.RATES,OR BLOCKING FASTEN RATE TO RAL WITH .131-XTNALS®6'00 FIELD 94STALLED 716'058 SHEATHING FASTENED TO !� SILL d RIMS WITH 16GAX 7116'X 110 STAPLES DECKING FIELD FASTED WITH ® TOC. ALT:.120'X 11?WAS®!'O:.NN.O.) (13).191 X S (10d)NAILS INTO EACH CHORD. ALT:t?7TWOlOH BOLTS WITH NUTS d WASHERS®BOC (3).13t X T HAAS TOE NAILED THROUGH BOTTOM CHORD TO TOP RATE FROM EACH SIDE W I SIMPSON ANCHOR(OR EQUAL) FOUNDATION WALL (BY OTHERS) 2X8 SPF STA GRADE SUB-FASCIA FASTENED TO OVERHANG W/( ASI XT NILS PERTRU38 F MODULE TO SILL PLATE 25 GA X 1 iR UPLIFT1 f0 d 120 MPH: SNPSONHB HURRMJWEANCIIOR S2 SCALE = 3/8" = i' 0" STRAPS PER PAGE SIG T PLYWOOU COMPRESSON STRIP W/ (OR EQUAL)INTO END ZONES. THICKNESS EQUAL TO CEILING GYP THICIORESS 25 GA i 1?STRAPS WITH 15 GA 1'STAPLES(11)NTO TRUSS CHORD AND m INTO STA. 2X6 SPF STUD GRADE TOP PLATE-DOUBLE TOP RATE E TRUSSES DO NOT ALIGN W ISTUDS �af >vEw Y �� O B MARRIAGE WALL CONNECTIONS t O D HEEL CONNECTIONS 52 SCALE = 1/2" = 1'- 0- SG SCALE = 1/2" - 1'- 0" 1 'A THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET \�}-^ -` ARE DERIVED FROM AND CONSISTENT PATH THE PLANS \� ''•6���- a� AND SPECIFICATIONS ASSOCIATED WITH APPROVAL r"fC5(H,11 11009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION t Q �IIMkv.� Integrity Building Systems, line. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 SECTION S2 CUSTOMER: GRATTAN DRAWN BY: CS / GS TWO-STORY DETAILS (1)SIMPSON LSTA 15 STRAP (2)2X10(EACH MODULE) �OR EQUAL,1980#ALLOWABLE) UPPER SHEARWALL 083 9CREW3� 4'00 INTO EACH 2X10 NM X 3'SCREW9 Q 12'OC INTO EACH II 2X8 STUD PROVIDE FLOORACCFSS PROVIDE FLOORACCESS 7115098 SHEATHING FASTENED WITH 10d(.138'X 27 NAILS Q 4'OC AT PERIMETER AND IY DC ALONG TRIPLE 2X4 SPF#2 INTERMEDIATE STUDS CENTERED ON SHEARWALL I I I I I TRIPLE 2XS SPF 92 SND CENTERED 2X10 JOIST Q 15OC ON SHEARWAIJ_ OMRTI150SS EXTEWOR SHEATHING 0TRIPLE STUD. SHEATHING INSTALLED OVER STRAPS 10w'I I INFIELD BY OTHERS. PROVIDE SIMPSON HR18 HOLD DOWN BLOCKING AS REOUIN®. WITH SIMPSON LBPS SW BEARING I PLATE(OR EQUAL 38900 ALLOWABLE) 2X8 JOIST Q 15OC INVERTED DBL JOIST HANGER . GN #BX 3'&CREWSQ SMEARWALL(OREQUAL20MALLOWABLE) (3)SIMPSON LSTA 18 STRAPS 4'0C INTO EACH 2X10 T/10'OSB SHEATHING FIEIDAPPLE) (OR EOIIK-31180#ALLOWABLE) JLLJ OVER SENA WITH C2)ROWS OF TRIPLE SIMPSON LSTA 18 STRAPS 10d(.135 X 2l NAILS Q4'OC PER SIDE AT EACH JOINT ' (OR EQUAL.252WALLOWABLE) . (3)83MPSON TSTA 18 SWAPS (Oft EQUAL-3580#ALLOWABLE) LOWER SHEARWALLFASTEN PLATES TO JOISTS WITH #8 X S SCREWS Q S'OC TRIPLE 2XBSPF ALL STUD T 7MG'CSBERED I I ON SHEARWALL OMIT 7116088 14' it• 11' 14` 1•J' 1T' 11' 1'-4' EXTERIOR SHEATHING 0TRIPLE STIR. SHEATHING INSTALLED OVER STRAPS TRIPLE 2X4 SPF#2 IN FED BY OTHERS. PROVIDE C 9MRED ON SHEARWALL ELAS A SECTION "A" I I 7115 059 SHEATHING FASTENED TO FRAMING S 3 SCALE: 1' = 1'- 0' WITH ed(.131'X27 NABS Q 2.00AROUND PERIMETER AND IS OC TO INTE LEDIATE STUDS DBL 2X4 SPF 92(TYP Q ENDS 8 SHEATHING SEAMS) I I I I SIMPSON H=TENSION TIES WITH .. 3111 X 31M'X 1M BEARING PLATES All pMl BOLT HdES)WTIH dAT NUTAND of N (/I✓ LOCKWA&IERfTYPICALAT EACH END i� AA. p.,ypp OF EACH WALL-OR EQUAL) ��• �C� �O `F ALLOWABLE-4M# TRIPLESIMPSONLSTAIBBTRAPS SIMPSON SYHD14RJ STRAP AT EACH JOINT 1�j 1 KIWI INSTALLED PER MANUFACTURERS TRIPLE 2X10 SPF 42 (OR EQUAL 2573#ALLOWABLE) INSTALLATION INSTRUCTIONS 70'CONCRETE WALL CENTERED ON SHEARWALL (OR EQUAL-3B80#ALLOWABLE) (FC=2500 P88 aIAGS PER SIDE FUJOISTSLLY 8'� 7 T "t \o _ B I-1 "B" THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET CROSS SECTION .,B , ARE DERIVED FROM AND CONSISTENT NTH THE PLANS AND SPECIFICATIONS ASSOCIATED NTH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, S3 SCALE: 3/8" = 1•- 0" DOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS I DATE: 2/4/04 REV: 3/23/04 C170904 CROSS SECTION S3 CUSTOMER: GRATTAN I DRAWN BY: CS / GS TWO-STORY "B" (3)1X8 SPF 62 CENTERED ON SHEARWALL FASTEN PLATES TO JOISTS WITH 1'-113• q•{r 98 X 3"SCREWS Q 3"OC(TYP) TRIPLE 2X8 SPF 82 CENTERED ON SHEARWALL 7/18'OSS SHEATHING FASTENED TO FRAMING WITH 9M 1131"X 27 NA880 Z'OC AROUND PERIMETER AND 12"OC TO 97TERLIEDIATE STUDS DBL 2X4 SPF 92(TYP Q ENDS 9 SHEATHING SEAMS) SMPSON HTT12 TENSION TIES WITH 3 VP X 3I X 1H'SEARING PLATES (M9'BOLT HOLES)WITH 9?NUTAND LOCK WASHER UYPICAL AT EACH END _ OF EACH��EE M) �QF UCl/t/ Y 1I/ Q �m SIMPSON STHDIORI STRAP (4)1 1?X D IW LVL(E18) INSTALLED PER MANUFACTURERS 1 4 ED ON SHEARWALL INSTALLATION INSTRUCTIONS •. 2 (9)S�8'%9'FULLYTHREAOED CENTER (OR EQUAL-27899ALLOWASLE) LAGS PER SIDE INTO LVL `r�`�6�73� �' RATED COLUMN H r THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET �� �� ARE DERIVED FROM AND CONSISTENT VATH THE PLANS C CROSS SECTION C AND SPECIFICATIONS ASSOCIATED WITH APPROVAL S4M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER. SCALE: 3/8' 1.- 0- 4/ = BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 CROSS SECTION I S4 CUSTOMER: GRATTAN DRAWN BY: CS/ GS TWO-STORY I "C" a O O O SEE PAGE S2 FOR EXTERIOR SHEATHING FASTENING SHEARWALLS S MODULE SEMIS 82 A A A A A A A SEE PAGE S2 FOR EXTERIOR SHEATHING FASTENING Q SHEARWALLS 8 MODULE SEMIS Label jDascription A Simpson LSTA 12(or equal,9006 allowable) B Simpson LSTA 18(or equal, 11855 allmwble) 3 2 1 C Simpson LSTA 15 strap(or equal,10001'allowable) D DBL LSTA 15 Straps(or equal,19309 alloV.able) E Simpson STHD10RJ(or equal,22006 allo"ble) OMIT SHEATHING FOUNDATION STRAP D DD ` �F t'j Vv LOCS(7VP) ,/ i4 tp � W IJ- E E 73° THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET u n ARE DERIVED FROM AND CONSISTENT NTH THE PLANS q��cad- D CROSS SECTION D AND SPECIFICATIONS ASSOCIATED NTH APPROVAL S5M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, SCALE: 3/8" 1'- 0"= BOTH ON FILE PATH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/4/04 REV: 3/23/04 C170904 CROSS SECTION S5 CUSTOMER: GRATTAN I DRAWN BY: CS / GS TWO-STORY I "D" ',c 7 a ._-._... 14 2004 .-- - 13 � r „ .. I 4 [ I TZ� 1 L l 11 i ., _ € '1 }} /. r I / � rig } � �v+�"9 - r• - ' NQTlE: ' A'Sjslpxlmm�i�rk s�iii+ltC��� " . +natal All 120 mph wittd requiretnonts per Now York'state I341ldirtg Cgde�ahal'l be r ua. "'""1i "" com lied with,itielpd' WFCIvi tescil va designIable 3:213 calls for / s alAcwanrr-,e, + Www p P � , —..- er+mt4a•a w.kliettsPo al �s9fen t r* /x _g Pa { P�OttLfP1 � � W' „ ps 1Odboxrwtl � �( ;{. ,� using anchor bolts l8 tun ands cad 36 o,c. and Stfri I/i x 2Q gage stra with 4 :Sd cottuttoo natlg.ex s pest°table x 3It sill to 9”@IB' .ox. ' ' Il (� ItirW Aac tk� 7a 93 '"lit' ,.�,^ •� �/x-�6/yam /� a/� 14 \ h Y✓ L c �S J . I ' S JOC4 +7 ` L. IfM MiJ _A YhN1. 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' s 'Fhe oontrab[bk sllWl gwe all+noU,ces and Con!ph'with Nt fawb afdinnnce4 nils,re$tdptions+36 0.5 nd Uwftii. F.erwwF ' wiNNrp , 1tln. 7.e ra 0.9' . ordpesofanypu4licauthanty,heipitrgodlire'p4glrin�nClafthewodraatdgit•�g6tirPuY4o*t4q Architeot9t`dlQdnwlags andapecifieatig4s are at.wugnoC dlernwtth pdorto ctio>tmotidn. +; aM,cen4nlacr andl lndalmifyerid hA41 ;bui rwtd'GmdI yta ajtunlaY fogstoidog there ouaf. r sMm - . e4nmr4damaggt,Wssep and iapeneea 1 li a "t dwleo"1o'16odil�'Y�irilcny,nw�ckn &uoaw brda Gr or'ro Iyy'lua'inde�dprue+ h oftl oPY %mia l - . '(gt4e5 ehen rhe work itpeU}inol4dii�the Wap ofuw,iehdting darea'wiir,and(271}s cauKd'In.wpolo-orin I yryT_-/ plc7uµrlfp,t}eeptc7loNru t%eAtelt orsfon Wniq atem�r isrc rworr ralt aWttilEai`wrtN a<%,pr Ar,Fa Nstyk3•.r. Wn by my neg6gegl gat 0r dmiafitln oe"Vo F�aeAnY'O au4Wnuaya for direcHIan of diem Awhwsl�l', 'anployad bly y�ohyofthemor Wdirect1y eNplayed byiny=dithem or anyaoa for whose naaamy of diem aa.M�and. ' ' meq.'. may be unable'rrcgu+dlesp whether or �it ja atilied n pad by st p, 4ktetndi6ed harcun�d�m, y,. 24 7{ 72 ,M fa • As oodcs and reaullfibm of NYS nWbling CO 0rpyel`gPVCfn over altfOWrfn0th111�iq^'"�""9n' --�"'- o7/ra 3 s ax Q7 as as il.a o.a - . ALLconerete[o be a n>;n.3,Uad psi a 2g days Ag'footiogs to bar ort viigin aoll Withy oplliquiaiWit. .0/te ,/ ` - 7.7 0.1 6.1 0.7- 0.? O.d ai 1:1 It"apWtY Oft toes :' • Ard*eo is net argagedfor_auperyisidn in AMgwachy;And it,shpU baihM+awr40rs orhia p8elNA -, . va/ap '7:a - ' 'at' ma oa Qe Ip .. mtpauib7ityto vet*ad dimer+eiooa prior to cuogtructioQ. nota Is {toe +.e - - -al 9.1 0.3 05 0.9. .' ' .si+urrttanrcpwErK tiortora ----•- '-:� - -" - , .r.rWind"and Ott"prefectiga sh*t Meet /— a+e� ASTM�'Ji9�^97+ud'ASTMEI99b99 _---N"0FD twra;r#phbrwstruehlista4ytebirrwtt4 - ,� attaehc7l'$eiedwere p7dvldcrL ttetalq�meot _ - ia' or ckcaetf the reQiltseinettts of New Xat'h _ 6Yate ButWkg Cade p�trE A a'` F NR +Imrrwi•.t. r wa , MI , wm - 17dn+1� rf59No. 02111 REAR ELEVATION 3 • LEFT ELEVATION RIGHT ELEVATION °£C CxRATTAN R£SID£NOE. GREENPORT, NY Pte. op 4j March 21, 2005 SCALE 1/4° = IOMH/JD A - - - X10 ACCT GIRDER- - - - - - - - - - - 4 I I - I I 7.0•• P_0.. "I -2%10 ACQ GIRDER - - F9UNDATION SIZE TO BE VERIFIED IN -_ NEW BILCO h_ --- - - --- - --- C-DOOR FIELD FO DR 4%9 ACQ POST I TA"B'-0" 3'-6" W/12"X12"X12' - - __ - - -_- --- CONC.FTG. 3'-0' BELOW GRADE MR) i - ------- _-- - - 2X10 ACQ LEDGER BD. --� ��• _ -- -- -- (REAR) CONNECTED TO HOUSE _ W/2- 1/2"DN.GALV 1 I BOLTS W/WASHERS @32"OC 'i I i OP 4. D.. EXISTING HOUSE 3'-0" IIIIII11TIIIIII�IIIIIII 3'_D.. V 2-6.. 1 15 sp � - _ - nf NEW YO FLOOD PLAN _ FOUNDATION s P RAILING&5/4"DECKING , TIMI IIID XIII 1 �n AS PER OWNER 2X1D ACQ DI @36"OC IT 2X10 ACQ LEDGER BD 2-2X10 ACQ GIRDER CONNECTED TO HOUSE CONNECTED TO POST r W/2-1/2"DIA BOLTS W/2(PER POST)- W/WASHERS_@32"OC 112"DIA.GALV.CARRIAGE 4X4 ACQ POST BOLTS W/WASHERS ANCHORED TO _ GONG FTG 12"X12"X12"CONC FFG. 1 SECTION A—A DECK GRATTAN RESIDENCE. GREENPORT, NY PG. SCALE 2 OF 3 March 27 2005 I/4" = Ib" MH/JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTLRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE 4AXIMUM UPLIFT LOAD CAPACITY. MAN 4. SAM 4-CIA MA%IMUM 1"CIA MAXIMUM / � POSE \ claDEwHEnDER POSTICOLUMN — c.NcreETE FOOTING DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCA TON USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDERIHEADER CONNECTION n%n P.sr 6nu3a da wEaa vsrl oT=AM ANCHOR ACPLvro EACH FOOTING $TQR RAILING \ 6%fi POST PAU660R WE6e POST/6EAM ANCHOR APPLY TO EACH FOOTING USE MIN (3)IIT DIA .ALV BOLTS WITH WASHERS AND NUTS -112"U / MINIMUM 1 HANDRAILS / GIRDER POST CxRDER/HEADER BALUSTERS RWIDECN JDISi�-0 v CONCRETE PIG \\ POST/COLUMN nPEN 6aWsrER ATTACHED To WALL j HANDRAIL CONNECTION ALL HANDRAaS SHAL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONN ECTION HEADER/GIRDER-TO-POST CONNECTION OFTHESTAIRS HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMIA DESCRIPTION APPLICATION SHALL SECTIONAOT BE L DIMENSION NIONOR THE HAPS I INHALL USE MIN (2)112 CIA .AIV BOLTS WITH WABFIERS AND NUTS 2)OGMS PAUA60RWFAA POSTIBEAM ANCHOR Al TO EACHPIER CROSS EANE UIVDIMENSION, IN THC FACE SHALL - PRWIOEANEOUIVALENTGRIPPINGSURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION 3)BPAMB PAU660R WE66 POBTIBEAM ANCHOR APPLY TO EACH PIER <—A FLASHING TUCKED UNDER \\� TOP PIECE OF SIDING AND TAPPED OVER FIRST LONTIN GIaDLr.1rvEADE \"\\\ PIECe or slows eaew UNDISTURBED SOIL \��\ 112"GIA UAG BOLTS Wl WASHERS LAY PLASTIC BASE pIRECRY ON CONNECTED TO BLDG 91WOC UNDISTURBED SOIL(ORGdNIC5 REMOVED) LEVELCETUSE BASE FIT CONSTRUCTION TUBE AND PLUMB STAIR TREAD POSTICOLUMN- BFIRLL AS PER MANUFACTURE.'INSTRUCTIONS /III\ RIM BOARD ;: \ _ rtoDR FRnmwG II JOISTSIII1=1I= - = 1-III-III-III-,,III-111:111-III_III-11 STRINGER / BIOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION _.Boos/ A LOCATION -USP NUMBER DESCRirTION APPICATION RIM JoisTI BE 44 SOLID COLUMN PDsn4J PBSEGh I NCnA POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL 66 SOUP COLUMN PBS661 PME661 KCS6 POST CAP ANCHOR APPLY TO EACH COLUMN 1 AY A-6'L AYER OF CRUSHED STONE OR STRINGER 70 DECK/PORCH CONNECTION FOLLOW COLUMN SIMPSON srnRila— Fic nuceoR APPLY TO EACH COLUMNGRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND _Y PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FITCONSTRUCTION TUDE AND PW MB RACE BTUBE FILL - Lr/ PER MANUFACTURES`INSTRUCTIONS =,linin=„till,!„„III=uril-lir=„m ,lil„iI Y wooO JOIST WOOD JOIST ' -\ JDlsr \\\ RLpa<ING CONC. PIER FOOTING BIGFOOT srsTEMA FOnTING FORM RIH GIRDEEADER \ \ \\ \\\ / INACCORDANCEWITH SECTION IM 11 OF NY S RESIDENTIAL CODE THIS DESIGN \ �J / COMPLIES WITH THE INTENTOF THE CODE AND THE MATERIAL.OFFERED IS WOOD JOIST -\ GIRDERIHEADER — WOOD GIRDER AT LEAST-THE EQUIVALENT IN DURA61LI For AND EFFECTIVENESS OFTIHAT �Q \ / PRESCRIBED IN THE CODE h / THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N V 6 BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDRIONS THEREIN ALL JOIST S CONNECTED TO A FI USH I LEADER TO BE SUPPORTED WITH SPLICED JOLSTS` GVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AMC THE PROPER STEEL CONNECTOR USE WITH RT10 TYDOW N ANCHORS IF ABLE,SET FIR JOISTS APROX ISHRI KA THAN LVL HEADERS JOISTTO GIRD RMEADER U,PRTiDRED TVDOWN ANCHOR CONNGCTT EACH JOIST TSTS APR X FOR PC'HIGHERT CAN DECK & PORCH NOTES. NAILING SCHEDULE U.UnlEsso[harval ruled,all Pont maOrl la b,#1 ALO pasncro'nalealumber JOINT DESCRIPTION NAIL NAIL NWES Alllaslenea,Irangera amt arcnor5lo ho galvinteJ nr rlalnkae nleel CITYSPACING '[) .Hers Tor peakfo19510 ha hulletl aranchumJlu earn post orpierunlliweshars god'ins JPLATEO h2-OdCOMMON MON PER TOE SILL,TOP PLATE OR GIRDER _JOIST NAIL Gll todoodmmrcrela persShulmaullhn anchoretlwal ngaborpersll rl Wolf washem anchandndrLuau TO EACH TOE mo-,u,nrrelewnhaminlm"m+rz"alpxT'IomJarceor bull wrtn.,aaheg,Intl nlrs CLIMATIC & GEOGRAPHIC DESIGN CRITERIA NtDNtD JOisrEND NAIL 3) PussssuppmtlnggntlerssballbeanrlwretlloalLxIH"xiH"ILIAcuncrele!Doling GROUNDWNDSEINIFROSTWINTERICESFIELDFL000BLOCKINGEACH TOE a) Pusummum i12 nggiiax sliallbeancllong anchor bnllwllh l2YIsaW nuts-ndrelefings 11 SNOW SPEESIN WEATHERING LINE TERMITE DECAY DESIGN DNDERLAYMEHTHAZARDS TOJOIST MON END NAIL he 406elom Dratle LOAD (MPH) CATEGORY DEPTH TENP REQUIREDBLOCKING TOEACHTOE Jlpeck olsla to paveLlockinpal0'O o.c A5 LBS. 120 B SEVERE 3 FT. LL�NERAVP M��EFFTE 11 NONESILEDGRSTR PUP OR TOP TE MDN BELApCK HIS L CH FCE 5l.A minimm of 101nch paiul Shall be lnsralletl bel woon ad bwldrij cull letlyer TO BEAM MONJOIST NAILLoI9lobetO,.,.J lu huilamg veld'TV ala bulls MIT washms Intl ndIB JOIST ON LEDGER MON PER TDE a[10"oc TO BEAMJOIST NAILL)Concrete ping,shall he a mmmwn B"above all BANO,OJOSTMON JOIST PER END rd,AL Pols.to be suppmmtl wlN hanOEr.and Inch— Each Jalsl shall also bE aSch..J BAND JOIST TO. 2-16a COMMON PER TOENAIL ro'no ls) SILL OR TOP PLATE FOOT DECK GRATTAN RE510ENCE. GREENPORT, NY PG. 3 OF 3 March 27 2005 SCALE 1/4" = f0" I MH/JD