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HomeMy WebLinkAbout30258-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31103 Date: 08/15/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1045 TASKER LA GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 4 Lot 29 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2004 pursuant to which Building Permit No. 30258-Z dated APRIL 26, 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, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to PM CONSTRUCTION ENT. INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0032 01/03/05 ELECTRICAL CERTIFICATE NO. 91505C 12/07/04 PLUMBERS CERTIFICATION DATED 12/09/04 JACK BERNER ;u4 u or' ed Signature Rev. 1/81 * Form No.6 TORN OF SOUTHOLD �r BUILDING DEPARTMENT TOWN HALL ` 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCV This application must be filled in by typewriter or ink and submitted to the Building Deparnttent �utir the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines. street,, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fom[I. 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 210 of I°o lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect sighted by the applicant. If a Certilicate of Occupancy is denied. the Building Inspector shall state the reasons therefor in a ri[ine 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, Conmtercial $15.00 Date. 0 r) - C� New Construction: _jz Old or Pre-existing Building: _ (check one) Location of Property: . U House No. Street Hattilet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 4 Lot 2— Subdivision Permit No. � _Date of Permit. .applicant: ! Health Dept. Approval: _Underwriters Approval: Planning Board Approval: Request for: Ternporan'Certificate Final Certificate: _ _ (check one! Fee Submitted $ -- _�5 C, App icant Signature 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_ 30258 Z Date APRIL 26 , 2004 Permission is hereby granted to : EMORFILI VREHOPOULOU 5003 FORECASTLE DRIVE NEW PORT RICHEY FL, 34652 for CONSTRUCTION OF A NEW FOUR-BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1045 TASKER LA GREENPORT County Tax Map No. 473889 Section 033 Block 0004 Lot No. 029 pursuant to application dated APRIL 19, 2004 and approved by the Building Inspector to expire on OCTOBER 26 , 2005 . Fee $ 1 , 218 . 60 Luthored Signature ORIGINAL Rev. 5/8/02 FROM :PETE m2LnvE FAX NO. :6315859645 Dec. 07 2004 07:42PM P2 NOY 12 '04 10:39AM SCUTNOL.D pLilLDINc 631 765 9502 N%r Half.33095*sic Rums � � Fax(631)765-4502 7.O.Baric IV9 Zotay6*=(631)765.1602 kmnxgit Kew York 11971-M59 BUMDINC,DEPARTMENT TOWN OF BOUMOW Cf R�j,FICATIAN Dau:_ Widung Permit No. Owner: edWS#ga1on1��fts (Pw w print) Plumber; y„1�e��� .&Ie l (Pleaw print) I certify that the solder used in the water supply system cordains lees than 2/10 of 1% lead. n {piumbe®Si�satlue) � . Swom to befae:ne Ibis J day ofDee 20DL/ Notary Public, F(—u k County MARIE A.McALARY Rotary Public,State of New York No.4839336 0ualified in Suffolk Counttyy n/ Commission Expires SOPL 30,20 j[;� �i'ili 11 Ift 11 111 >. Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 12/7/04 375 Dunton Avenue 91505C East Patchogue, New York 11772 �. (631)286.6642 Issued To: P.M. Const Street: 1045 Tasker Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: Contractor: Hobbs Electric (L) Lic. # 33926-ME Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑XI Indoor X Basement ❑ Hot Tub Residential ❑ Det.Garage X❑ AtticX❑ 2nd Floor L� Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans ` 26 45 35 8 2 4 Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves 1 1 20 1 30 11 gas 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 3 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 Al 1 1 Bldg. Permit: Other Equipment 00amp main panel /2-garage door opener receptacles/2-15amp air handler disconnects Hugo S. urdi President Rough Inspection: 08/26/2004 Inspector: John McMahon III .NI Final Inspection: 12/03/2004 �tl Inspector: John McMahon III tri This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ,M >ri .�kp{t10Y1rlrrriifrrr■�■rm■n■�rrr�wn■erwt■�■wi■a■w-a . .. .. .. .. _ � .: . .. :: .. .. �' � Vux�xdxx �.cxuxx :. �. 7654 802 BUILDING DEPT. INSPECTION [vjeFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ],FIRE SAFETY INSPECTION REL S DATE ��� h'°� INSPECTOR v4- 765.1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP E & IMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE IINSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [✓] FRAMING [ ] FINAL [ ] FIREPLLACE & CHIMNEY REMARKS: Ue,�wttrl � l� . p f 94*(A / t) blvi4 Awl i4wt �.sq kob ks CT DATE g i L a INSPECTOR � �� 3�6'y�g� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �--- C DATE 31 © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 0, -- R7rRKS. S r- ✓ / 1 /Y L/W DATE �3 FIS INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION i ST [ ) ROUGH PLBG. [ ) FOUNDATION 2ND [ ) IN AT [ ) FRAMING [ . FINC412ASPECTION[ ] FIREPLACE A CHIMNEY [ ] FIR REMARKS: A, DATE 0� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] SUL [ ] FRAMING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION REMARKS: I S C DATE IQS� INSPECTOR 3555 Veterans Memorial Highway Ronkonkoma NY 11779 631 563 7574 Sjclim Err#ieWAdtadird Assodaks November 2, 2004 r Reference: PM Construction Enterprises Tasker lane Southold NY I' 2 Zoc5 r 1 —Completed strapping and bolting --j --- Double 2x6 acq sill plate held down with 5/8"x 12"anchor bolts, placed every 4'o.c. maximum and no more than 1'from any comer or end of sill plate board. Double 2x6 acq sill plate, 1s`floor box end and 1'`floor studs all strapped together, 16"o.c., with Simpson CS-20 strapping-cut at about 20"with 12 #8 common galvanized nails in each. 1'floor studs, 2nd floor box end, and 2nd floor studs all strapped together, 16"o.c., with Simpson CS-20 strapping -cut at about 20"with 12 #8 common galvanized nails in each. 2nd floor studs and roof rafters connected, 16"o.c., with Simpson H2 connector. At garage wall there are at both ends a 16 gauge x 2"galvanized strap in bedded into the foundation wall. These are both connected to a double comer stud with 10 #8 common galvanized nails. In addition there are 2 hold-downs at both outside edges of the garage doors. These are attached to foundation with 1/2"bolt that was epoxied into a predrilled hole in the foundation for that purpose. House strapping/sill plate bolting is sufficient to meet New Code Design for Exposure B, 120 MPH Wind Zones Other Changes that meet Code 2-Fireplace to be changed from masonry to a Superior Prefab Model BR36. A wood framed rough opening box and chase was constructed to manufacturers specifications and will contain 2- B" I.D.flues. One for the fireplace and one for the boiler. 3- Changed header over the front reverse to 3- 11-7/8"Ivi. 4-Added two Anderson DH 2046 on either side of fireplace on 1"floor. 5 - Eliminated Anderson 3046 DH in rear of garage. 6-Added Anderson 24210 DH in Laundry Room 7-Added Anderson 3046 DH in Master Bedroom on right side of flue chase. OF NEIy l• R 3�J 0 4 k ' -04870A FIELD INSPECTION REPORT DATE COMMENTS W FOUNDATION(1ST) -------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) O -- c ROUGH FRAMING& — — -- PLUMBING W c j 1do c4 1� Sic S<p vc Fc �s '�- - kA Do INSULATION PER N.Y. - — -- "� ST.aTE ENERGY CODE — ---- _ Clzzoe Clarg5 N VI FINAL z _ F 1� DITIONAL COMM_EN e5l2 o / -- --- -- s —0 z m a m - — — --- A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board o£Health SOUTHOLD,NY I t971 3 sets of Building Plein TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502d Survey w 2 ww.northfork.net/Southokl/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. ,I '/ Tmsras Ecamined 7 ,20 Y Contact: q�n Appmved l 20 q Mail n: Disapproveda/c /L Pb. Expiration i L ,20 ) - Budding Inspector y APPLICATION FOR BUILDING PERMIT ,?004 Date_ `71 - /-s ,20 094 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[hiss 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 pan 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 nomhs from such date.If on 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 pursuam to the Building Tone Ordinance of the Town of Southold.Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. dxJ�v�io,J f� y(i��Js_es TA✓e. (signature of applicant or name,ifa cmporatim) 9Wp5rui6F L,01-- �i�ve by//ass (Mailing address ofspplicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder JV 67 Al Name of owner of premises M. CUro SyY U C O,) �i✓f�9j oi,;f� t -7-it/G. (As on the tax roll or latest deed)�— If a a corporation, 'piatum of du uthorized officer (Name and title of corpo.to officer) Builders License No. i2i 2 Sl/r,--01/C COUn/'tV Plumbers License No. Electricians License Other Trade's License No. L Location of land on which work will be done: KF2 L/{NE R House Number Street Hamlet County Tax Map No. 1000 Section _3 3 _Block (f Lot 9 Subdivision_ k 4A:1�/1 /v S✓!n B GS _Filed Map No. U 2_Lot 2� (Name) • 2. 'State existing use and occupancy of premises and intended use qnd oqcupancy of proposed construction: a. Existing use and occupancy ;/ b. Intended use and occupancy /5 f/.G� /y C W /7 d m 9- 3- Nature of work(check which applicable):New Building__ 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 Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front — Rear -- - Depth Height Number of Stories Dimensions of same_structure with alterations or additions: Front Rear �- Depth - Height --- Number of Stories — 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 2- 9- 9. Size of lot:Front /�f�. U�' Rear // 0. 3 fj r Depth ` 10.Date of Purchase_ _ 7 /^ Ll f4 Name of Former Owner d X 6 DR R/?N i VcQF#1 fa Z pu 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NOA� 13.Will lot be re-graded?YES_'_ _NO—Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Al. . F .A�ress 1yestCL` P64 Phone No. Name of Architect Wit R_ -]t OW Address ,9 �. phone No 3 7285327 Name of Connector R.n, &w-sy, tvG Address d'a es/c Vtic C ,phone No. 19// drevel 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_NO •IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?•YES_NO •IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF_ v:��:•k) _ f'e Tg /[,# M.4L 4k r being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_ 0 N//V E2 6 ,/r/.Deal (Con or,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 We to the best of his knowledge and belief;and that the work will he performed in the manner set forth in the application filed therewith. Sworn to before me this /7 f� day or la 'RI 20� omry Pdbhe Signatureof Applicant u.E MONTELIONE vrrary°ub!i:.State of New York N;.O!MO4618683 -n Suffolk County Comm-WGI, Expires Mwcfr Permit Number A � 292fp� MECcheck Compliance Re0ort , Checked By/Date New York State Energy Co>bservstion Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\pmc33004.cck TITLE: New Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE Non-Electric DATE: 03/30/04 DATE OF PLANS: 3/30/2004 PROJECT INFORMATION: Tasker Lane Greeenport NY COMPANY INFORMATION: PM Construction Enterprises COMPLIANCE Passes Maximum UA=400 Your Home==353 11.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceding 1: Flat Ceiling or Scissor Truss 1118 30.0 0.0 39 Wall 1: Wood Frame, 16"o.c. 2486 15.0 0.0 167 Window 1: Wood Frame,Double Pane 250 0.320 80 Door 1: Glass 63 0.320 20 Floor L All-Wood Joist/Truss, Over Unconditioned Space 1004 19.0 0.0 47 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 compliance with this Code. BuUder/Designer Date J MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 03/30/04 TITLE: New Residence Bldg. I Dept. Use I Ceilings: [ j I I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c., R-15.0 cavity insulation Comments: I Windows: [ ] l Window 1: Wood Frame,Double Pane, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Glass, U-factor: 0.320 it Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: I Floors: [ ] I. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: I I Air Leakage: [ 1 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I 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: [ ) I Required on the wane-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. [ ] I 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 budding 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 R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return duds in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return duds in basements. I Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Dud tape is not permitted. Eirception: Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). [ j Ducts shall be supported every 10 feet or in accordance with the manufacturer's 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: [ j 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 Buil&ng 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. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ 1 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 I 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 i„ 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 LO Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp Insulation Thickness in Inches by Pipe Sizes Pining System Types Range(F) 2"Runouts I"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 LO 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) CHICAGO TITLE INSURANCE COMPANY "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" VARIANCE SEARCH TITLE NO. : 3804-95082 COUNTY OF SUFFOLK } }SS STATE OF NEW YORK } THIS IS TO CERTIFY THAT EMORFILI VREHOPOULOU AND RODANTHI VREHOPOULOU, SISTERS, AS JOINT TENANTS NOT AS TENANTS IN COMMON ARE THE OWNER(S) OF RECORD OF MAP OF EASTERN SHORES AT GREENPORT FILED 4/27/64 AS LOT NO. 45 FILED 4/27/64, MAP NO. 4021 DIST. 1000 SEC. 033 .00 BLOCK 04 .00 LOT 029.000 . THAT THEY ACQUIRED TITLE THERETO BY DEED DATED 2/1/69 RECORDED 2/10/69 IN LIBER 6503 CP 483, THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE SUFFOLK COUNTY CLERK, AND THAT SAID SEARCH SHOWS THAT NEITHER THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED CONTIGUOUS PROPERTY AT ANY TIME SINCE 1/1/39 EXCEPT AS FOLLOWS: PREMISES TO THE NORTH, SOUTH AND WEST THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS FOLLOWS: NONE THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD. THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER, WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $25,000 .00, AND SHALL BE CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF SUFFOLK. CHICAGO TITLE INSURANCE COMPANY BY BRUCE PH LIPS, JfA. (631) 284-2406 SWORN TO BEFORE ME THIS 26TH DAY OF MARCH , 2004. � W TARY PUBLIT,»OUNTY, N:Y. Notary Public,Stats Of Nm Ya* No. 52.9827510, Suftoik C*Un�yn�,r CT Lmftn Expires August 91, z o b s- VARIANCE SEARCH (Continued) TITLE NO. : 3804-95082 SUBJECT PREMISES: DIST. 1000 SEC. 033 .00 BLOCK 04.00 LOT 029.000 DEED FIRST NATIONAL BANK OF GREENPORT TO DOROTHY BARSTOW DATED: 8/22/39 RECORDED: 8/23/39 LIBER 2058 PAGE 494 DOROTHY BARSTOW MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, ON 12/21/62 FILE NO. P347/1963 . SHE LEAVES PREMISES TO HUSBAND HARRISON K. MC CANN IF HE SHALL SURVIVE. LETTERS TESTAMENTRAY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/21/63 . HARRISON K. MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, 12/21/62 FILE NO. P343/1963 . LETTERS TESTAMENTARY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/26/63 . DEED MORGAN GUARANTY TRUST COMPANY OF NEW YORK, AS EXEC. OF LAST WILL AND TESTAMENT OF HARRISON K. MC CANN TO EASTERN SHORES INC. DATED: 12/19/63 RECORDED: 12/27/63 LIBER 5474 PAGE 57 DEED EASTERN SHORES INC. TO EMORFILI VREHOPOULOU AND RODANTHI VREHOPOULOU, SISTERS, AS JOINT TENANTS AND NOT AS TENANTS IN COMMON DATED: 2/1/69 RECD: 2/10/69 LIBER 6503 PAGE 483 LAST OWNER OF RECORD VARCONT - CONTINUED - 2 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95082 PREMISES ON NORTH: DIST. 1000 SEC. 033 .00 BLOCK 04.00 LOT 030.000 DEED FIRST NATIONAL BANK OF GREENPORT TO DOROTHY BARSTOW DATED: 8/22/39 RECORDED: 8/23/39 LIBER 2058 PAGE 494 DOROTHY BARSTOW MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, ON 12/21/62 FILE NO. P347/1963 . SHE LEAVES PREMISES TO HUSBAND HARRISON K. MC CANN IF HE SHALL SURVIVE. LETTERS TESTAMENTRAY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/21/63 . HARRISON K. MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, 12/21/62 FILE NO. P343/1963 . LETTERS TESTAMENTARY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/26/63 . DEED MORGAN GUARANTY TRUST COMPANY OF NEW YORK, AS EXEC. OF LAST WILL AND TESTAMENT OF HARRISON K. MC CANN TO EASTERN SHORES INC. DATED: 12/19/63 RECORDED: 12/27/63 LIBER 5474 PAGE 57 DEED EASTERN SHORES INC. TO PARTHENA VASSILIADIS DATED: 2/1/69 RECORDED: 2/10/69 LIBER 6503 PAGE 471 LAST OWNER OF RECORD VAR ONT - CONTINUED - 3 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95082 PREMISES ON EAST: TASKER LANE PREMISES ON SOUTH: DIST. 1000 SEC. 033.00 BLOCK 04 .00 LOT 028.000 DEED FIRST NATIONAL BANK OF GREENPORT TO DOROTHY BARSTOW DATED: 8/22/39 RECORDED: 8/23/39 LIBER 2058 PAGE 494 DOROTHY" BARSTOW MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, ON 12/21/62 FILE NO. P347/1963 . SHE LEAVES PREMISES TO HUSBAND HARRISON K. MC CANN IF HE SHALL SURVIVE. LETTERS TESTAMENTRAY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/21/63. HARRISON K. MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, 12/21/62 FILE NO. P343/1963. LETTERS TESTAMENTARY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/26/63 . DEED MORGAN GUARANTY TRUST COMPANY OF NEW YORK, AS EXEC. OF LAST WILL AND TESTAMENT OF HARRISON K. MC CANN TO EASTERN SHORES INC. DATED: 12/19/63 RECORDED: 12/27/63 LIBER 5474 PAGE 57 DEED EASTERN SHORES INC. TO KEVORK SAHAKIAN AND ROSE SAHAKIAN, HIS WIFE DATED: 10/19/68 RECD: 10/23/68 LIBER 6442 PAGE 260 DEED KEVORK SAHAKIAN AND ROSE SAHAKIAN, HIS WIFE TO GERALD P. MITCHEL AND DEMETRA MITCHEL DATE 2/--/72 REC'D: 3/27/72 LIBER 7130 PAGE 203 NO PROOF OF DEATH OF GERALD P. MITCHEL VARCONT - CONTINUED - 4 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95082 DEED DEMETRA MITCHEL TO SCHEMBRI HOMES, INC. DATED: 4/20/02 RECORDED: 5/2/02 LIBER 12039 PAGE 330 DEED SCHEMBRI HOMES, INC. TO SAUL M:ILLMAN AND JANET MILLMAN, HIS WIFE DATED: 9/7/02 RECORDED: 9/20/02 LIBER 12072 PAGE 078 LAST OWNER OF RECORD PREMISES ON WEST: DIST. 1000 SEC. 033 .00 BLOCK 04.00 LOT 008.000 DEED FIRST NATIONAL BANK OF GREENPORT TO DOROTHY BARSTOW DATED: 8/22/39 RECORDED: 8/23/39 LIBER 2058 PAGE 494 DOROTHY BARSTOW MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, ON 12/21/62 FILE NO. P347/1963 . SHE LEAVES PREMISES TO HUSBAND HARRISON K. MC CANN IF HE SHALL SURVIVE. LETTERS TESTAMENTRAY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/21/63 . HARRISON K. MC CANN DIED A RESIDENT OF NEW YORK COUNTY, TESTATE, 12/21/62 FILE NO. P343/1963 . LETTERS TESTAMENTARY ISSUED TO MORGAN GUARANTY TRUST COMPANY OF NEW YORK 2/26/63 . DEED MORGAN GUARANTY TRUST COMPANY OF NEW YORK, AS EXEC. OF LAST WILL AND TESTAMENT OF HARRISON K. MC CANN TO EASTERN SHORES INC. DATED: 12/19/63 RECORDED: 12/27/63 LIBER 5474 PAGE 57 VARCOHr - CONTINUED - 5 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95082 DEED EASTERN SHORES INC. TO ANGELO VERGHITSIS AND ANGELIKI VERGHITSIS, HIS WIFE DATED: 10/19/68 RECD: 10/23/68 LIBER 6442 PAGE 240 DEED ANGELO VERGHITSIS AND ANGELIKI VERGHITSIS, HIS WIFE TO THOMAS KARAVAS DATED: 7/24/85 RECORDED: 8/5/85 LIBER 9844 PAGE 182 DEED THOMAS KARAVAS TO THOMAS KARAVAS AND GLORIA KARAVAS DATED: 6/13/01 RECORDED: 8/1/01 LIBER 12133 PAGE 311 LAST OWNER OF RECORD VARCON - CONTINUED - 6 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/19/04 Receipt#: 101 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 101 Total Paid: $10.00 Name: P, M Construction Enterprises 8 West Cliff Lane Lake Grove, NY 11755 Clerk ID: BONNIED Internal ID:92562 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ZO/04 APPLICANT: ULCO Cps DATE SUBMITTED: A/ 1A/04 SCTM# DISTRICT: 1,000, SECTION: BLOCK: _d_, LOT: 21 SUBDIVISION:E97pij r#AaX _ ADDRESS: A045'7F�— ten_ -Lj,CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED JM NOTES: &L%)Sk V)a LQ4MAM 4;00 LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.199c,7 100-25.Merger.(A nonconforming at an_ylme of-ter 7/11 REQ. LOT SIZE: ACT. LOT SIZE: ((, 1 REQ. LOT COV. o 1� ACT. LOT V. REQ. FRONT 3 PROP. FRONT_ l REQ SIDE o 2.5 ACT. SIDE REQ. REAR PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: WIT-- ESTIMATED InESTIMATED PROJECT COST: ARCHITECT2E�� Suc�co c,� WATER FRONT? IV* DESCRIPTION: PANEL # FLOOD ZONE: X APPROVALS REQUIRED J SUFFOLK COUNTY HE DEPT: r NO, (BED#): DTE: / �/ 7 PERMIT#.Also.o y- oa�l&— TOWN SEPTIC RECEIP HE" N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT#: TOWN ZONING BOARD APPF,.G VAL: YES o DTE: _/ /_ PERMIT#: TOWN PLAN. BOARD APPR6VAL: YES or f/ DTE _/ / PERMIT#: TOWN HISTORICAL PRE (SP A): YES or O NEW YORK STATE CODE OMPLIANCE (SEEP E 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: 11;0 SF FIRST FLOOR: 2 p39 SF SECOND FLOOR:--114 t SF OTHER: SF INIT OTHER TOTAL TOTAL: GI L, SF FEE FEE FEE � SF)- C SF)=-��SF X$ •3a =$ 06S +$ M +$ 2. (- SF)- ( SF)= SF X $ =$ . +$—+$—=$ 3. (_ SF)- SF)= SFX $ =$ +$ +$ _ $ 0 FINAL TOTAL: $ I Z.I `"" REV 03, JOB No. 03-53 CERT-1804 PLOT HOUSE TAX I.D. No. 1000-33-04-29 I LOT 43 UNDER CONSTRUCTION ° n Z do ; o N 64°31'50"E 142.32' cry [142.14'FILE MAP] 1139 114.01138 114.4 _ _ _ - — - — - 23 WATER SERVICE CHIP WOOD PORCH 63 233 SEPTIC PROPOSED SINGLE u, a2 D w , o FAMILY DWELLING m N ,. FF 115.5 m 2 ST LP ] on ,_ a < GAR 114.0 1t s 50 m m �� IR 113 Ez q n t-u 2v f1`I n D JOU c WOOD GAR D -Zi O O DECK 175 y N r m Z Z , 13.0 rO 23 3 40' '- O p T CONCENT 111 DOWN 40, 114.7 DRNEWAY 3 2.1 1118 S 64031'50"W 151.49' 1 [151.32'FILE MAP] LOT 45 n a OCC RES PW z N ti ~ w on �s f-U 09 J A R=21.15' =36 1 SUBJECT L07 76,160 SO FT 0 37 ACRE SUTTON PLACE ELEV IN ASSUMED DATUM FILE MAP No 4021 42764 un mtnonzed aaaratidn or m tms dccumem s a v,olanan of Section 7209 „atfEnc,scn an a.. nfreoSURVEY OF: LOT 44 _±lolazi:r5 mmwtea snml run coir to the Versan for venom it s prepared r.r„$bejnersnETmECampany .3d:emmsfea letoa and Lending MAP OF EASTERN SHORES psi tpse u." nfrecn.,Ertifsaucns are rmt transferable to atltl,honal institutions I `�GSEdaEn[PNnflj op,espft omen[ bearinglnecopye$$,anal5inked seat drembossed GREENPORT, TOWN OF SOUTHOLD sa t,sn an rot documederednt cot a grin[rue odor ITE awed,I or d,mensions I shown nerwn from structures to the property imus a, fir;5pee,a;,perpo5e and useanatherefore are not mtenoed to guide the erection of SUFFOLK COUNTY, NEW YORK ices re,a,n,ng Hapods s planing areas addition to buildings or any other aurealr,3ntpfwa,Santl;crea5emenRdfreddrd.,fany npt5h wnare 1 not guarr SURVEY DATE: 01/21/04 SCALE: 1"=30' altenteed ICERTIFIED ONLY TO: P M. CONSTRUCTION ENTERPRISE INC. DESTIN G,GRAF LAND SURVEYOR P.O. BOX 704 Rocky Point, N.Y. 11778 By DESTIN G. GRAF N Y S LIC No. 50067 631-821-3442 Joe No 03-53 TAX I.D. No. 1000-33-04-29 ix -7\,/ LOT 43 ° G XV D V EXCAVATION INsF+ECTiON REQUIRED 3 Dz FOR v?,NlTARY SYSTEM � �' � ��/ �u N BY OiEALTW ClCF'ARTiiENT •'•V! O kc „R 113.9 [142.14'F ILE MAP) 1140 1138 114.4 23 WATER SERVICE I 60, II I 00 43.0 SEPTIC • it °' e— I LP ) m G Oo O Nr D O V V I EK\I Rl (� r Z O o PROPOSED SINGLE D N FAMILY DWELLING p -+ Z 40' m Z FF 115.5 Q p m GAR 114.0 I GAR Cn 40 O \ 114.7 DRIVEWAY fII 1113 1116 S 64°31'50"W 151.49' 12.1 [151.32'FILE MAP) LOT 45 n 3 OCC RES PW D Q- -.. _.._ ----- Z �w♦♦ w. G" :11 IN . Nfp ',f. ri:.inuulil t�ir .. m rt NOR a a { G L? 4h`li LZ' 3tF7EL}S t�LE�35Z Y I !)A �� HS F.NO. ` Db 46 f R=21.15' vPPRQ /ED. I L=36.74' FOR MAXIMUM OF-'L BEDROOMS � EXPIRES THREE YEARS FROM DATE OF APPROVAL S TTON PLACE ELEV IN ASSUMED DATUM FILE MAP No.4021 4•127x64 sne,an on pr aaam.-.n m tn�s do,emettls a.iolat,on of Section 7205 1 , iab, , r, E o,:aor n La SURVEY OF: LOT 44 ..:r accns�or io in reran-sren run pnlr no me oerscn for venom tis prepared ,r"_ns'lei1,aonCerl•.crcpso .]p.a,tnetta .:gencratp Ladlty MAP OF EASTERN SHORES s.-rtupJn estc.l nere�t Cert,f:aUGns are nGt lrcnsferaDle tc 3tlait,Gn31 msUluGorlS =utse�uent ownus aearnteProfessional's lnked Eepremppsse, snaill t cns.ae'edal d true copy GREENPORT, TOWN OF SOUTHOLD a enslons I snp nerson from seuct rtes to he Prorkexy lines are p pps_art nd a,,- o-ai:efore arenpt rep, b hdan, ieCtlptpf I SUFFOLK COUNTY, NEW YORK -tJr I roils � t. ae� aco t..r;,,uo— y-o an, -d,ar I vsl -au rpn ,xwwa,... d:,reasohar,kofrecord It an, no, SURVEY DATE: 01/21/04 t,,,laranteen SCALE: 1"=30' (CERTIFIED ONLY TO: P.M. CONSTRUCTION ENTERPRISE INC. DESTIN G.GRAF LAND SURVEYOR P.O. BOX 704 Rocky Point, N.Y. 11778 By DESTUJ G. GRAF NY.S LIC No. 50067 631-821-3442 JOB No. 03-53 TAX I.D. No. 1000-33-04-29 I I to < LOT 43 D I � I Z c GAR N 64031'50"E 142.32' [142.14'FILE MAP I 23' LI11M 235c n 63 ` r Cn D LL r N CONCRETE m v M o u o FOUNDATION 11.3 q x I ° M n D o a P I > D Z Z u p v m 23 3 40 opM I °31'50"W 1 1. 9' 151.32'FIL M T 45 I i z H ~ rh uO 0 o r R=2 15' L=36. MAY 2 8 0 SUTT E FILE MAP No.4021 4,27;64 unaumor¢ed a,teranoh dr adda,dn m the dsur-Irl,'a.,canon of Section 7209 "tune Nee rcrw State Education Lew CS F: LOT 44 ertifications�nd,cated hereon small run.1,1,to the person for whom It is prepared and,nn,sbehalf tomeTile Comp.rv.GoaemmentalAgency and Lending MAP OF EASTERN SHORES msuwoon"sued hereon Cemficatiens are not transferable to additional instdutions cr subsaouent owners '-P as ll ratuhs econsiderdibeatingthecopy ,dnarsm¢edsaaiprembossetl GREENPORT, TOWN OF SOUTHOLD ;Eel anon not toc Current of a.cud hue Prof The offsets I or emensons I shpwn hereon from structures to the property lines are for a sdecrc purpose and use and therefore are not intended to guide the erection of SUFFOLK COUNTY, NEW YORK fences retaining walls.roofs planting areas add,bon to buildings or any other ccrshucticn Tne axsten:e of ngmt df,.a,;and,dr easements df record,AanY not shown are SURVEY DATE: 05/20/04 SCALE: 1"=30' ndl xistsn±ed CERTIFIED ONLY TO: P.M. CONSTRUCTION ENTERPRISE INC. DESTIN G.GRAF LAND SURVEYOR P.O. BOX 704 Rocky Point, N.Y. 11778 By DESTIN G. GRAF N.Y.S. LIC No. 50067 631-821-3442 JOB No 03-53 SEPTIC LOCATIONS TAXI D No 1000-33-04-29 I LOT 43 I` n n ly D Z h oGAR N 64'31'50"E 142.32' [ACTUALI [ 142 14'FILE MAP] ` 1 WATER SERJICF 23' + Cnua CDJERED 1 '.N"=PORCH 235 2.3' _ SFPTn_. � V 63 + - --G U M 1STOH III COO LL Oto c 2 ST FRAME _ v. N c o � ` DWELLING 1t3 R j La m I y 0 r- N ° m z O O I^ a 178 GARri -� WOOD DECK ,_ ' N _ O Z Z — c iao or, 233 -_-_ _- 40 - - �- p m GONG ENT p m DONJI' r--. 49 aROPOSI-DD DRIVEWAY— I Q S64°31'50"W 151.49' 1ACTUALI [151.32'FILE MAP] n SUFi`b`LkCCUNTY DEPARTME'N'T OF HALT H SERA%K ES I z APPROVAL OF CAC.`T RJC "[D VJORl3 FPR I � m A 6lNGI'= no JO I Dato JAN U 3 LUO� ��.J. ter.... ..':.�\�17 �-C _ _ ... .•- J— R-Y21.15• THELOCA—IICNOf­VWE!_LS,WATERSE MICE lC ; 36.74 LIN:::. Sc:: � ,i.. -. — T�N� rRQM ' S � ,f 11 Vti "u ; t CfBfFIIVED `ZvA Offlc� f y`'SU'�f1�FN9t PLaC � 0THEFiS. FILE MAP No 4021 4/27/64 Lnauthonzetl alleratlon or aoc non to This document Is a.fplahon of Section 7209 of the New Yarkate he,o SLaw SURVEY OF: LOT 44 led,feauans indicated heron shall run ono m It td the person for whoIs oreparetl a�dan his bthdhertheTet ,flatnpnna Go.ernmettal Agenryand Landing MAP OF EASTERN SHORES ,11subse uent hereon Cen6cahcns are not bznsferable ro additldnzl msLtu[Ions m subsequent owners Cof.eof this comentno heandgre prCfess,aaals Inked seal aremWssed GREENPORT, TOWN OF SOUTHOLD s,al shall this heeeanslderea a and true cagy The offse¢I or dimensions)shown hereon from stmCtufes to the prnperty lines are fin,a 5vacifi,purpose and LSe and therefore are not intended to guide the arachon of SUFFOLK COUNTY, NEW YORK fences retaining waus pools planing areas addition to budd-ngs of any other Thanstrucbun eertceafrlghthifwasanroraa dsementsefracara If any not shown are nh guaranteed SURVEY DATE: 11/16/04 SCALE: 1"-30' CERTIFIED ONLY TO: P.M. CONSTRUCTION ENTERPRISE INC. DESTIN G.GRAF LAND SURVEYOR P.O. BOX 704 Rocky Point, N.Y. 11778 By DESTIN G. GRAF N Y S. LIC No 50067 631-821-3442 GENERAL NOTypieat Lateral Framing Co11R4yatlonrd NOM �� Naffing ng Sc&�edugr� Figure SSOo Slago}from Instant, ,fel®E'f,t!'_`L+ �p�,/p.p���l _ t$®(IICe Eaan41 ipfr`H Qigllo4� 'Me Archiled will not how control or cella of c CROSS te'C '�D VIBV Wbk endbmbrig emttiusudaf 2 r4 pLxcd M an Be 12.ailid Wells of Mid Pent.AUdfar all lefanro3:Ta Coming Spacing amblo Fnewan R��BF) �'"�' '%•pattern from the top coccnler of she Plitt to the end will et bas,techniques responsible for quismasscoastruand pl Jail ar roo at mid paint.Allow Z"air batimri caner bract of the I fourth mass,and hon - .� ,rh oils Nail Spa:.ine the bottom"FACT of the Ibk to mons,methods,te:ehniqun eegtlmaa and sp�ae far rnofi Bmta9-� notched p .-.:C_" _-...�_. I •- „ . , - Joint DL^scripfionr ..,M ,: . - ---------- -Num6erofN . - J, . -;..- .., - ,- .,. th program%in connection with the walk. 13.All studs shell be nailed wnth,golvanlzed a.acv:dl,va• -LTurf 1 •. , I ,917� Jvft nN7t_%, 0151 _d ant ion tFy_drdeg•,r-,,t�n^tvaell t" , _ USE AMINIMUM OF•r R+�r clop comer, Ridge ga(ga� 4all enables Cm. T°n""Cemaaf•roe I •• �',',✓Iv tai cp _ ri"ra, -r.s1� 'lln'41C.1 loll a,.'IAtFy.;'a+.J.Yn,' lilt , ,:-.� it� ikTy�i rd'i��lf'itil4lt,•1,11iTit'iYn:'IIS:p,.-!'aC''4 $:IF InHf�lll';dS1=11i, 0'� Il lt7 - hraCe of tlSe fnWTh mSa `� t�v41i j..l y .�"4 . ..•,. ,j fl4;'y:' :,.. ( +see Rgwe9). Use avO I. The contractor shell give all nation and nails per the requirements of the New York Rq 1V10 8d HAILS THIS comply with all laws,ordinances,rules, Slate Building Code. a.w.erect tr.. Rafter to To Ftne (Toe-nailed 3Qtch• 141;au19e T9Dad saevintivl or lova 16d era py g 4! P CF ) Table 3.3A) per rafter SIDE OF TRUSS. he z-saepan. cleared and to runstoabanner theeil to the regulations end lawful orders of any public 14.A11 flush wood eanneemrs shall be fastened Rmao etpmre _ Ceiling Joist to Top Plate (Too-nailed) (see Table 3.9A) perjois p + v auhority Bearing on the perfarmsnrn ofthe with rated pl9mtzed metal Simpson Ceiling Joist to Parallel Rafter (Face-nulled) (see Table 3,7) each lap TOTAL FOUR gable and ra eadt o(Ute(owaw utr6ses. work and shell promptly notify the a eadom d•e4nana Ceiling Joist Laps over Parulions (Fuccnailed) (see Tuble 3.7) each lap 8d NAILS Architect iflhe drawings and specifications -•---- Collar Tie to Rafter (Pace-nailed) fine Table 3.4) per tie INTO TRUSS I l raa•®tn.q.as 1 S.All roof raRaa shalt W aant3led to the Figure 71106 RMao Aopnd and CaIIMg 1aEat tlamll a are at velianlz therewith. plates with galvanized hurricane Toa all, .••� Blocking an Rafter(Tee-nailed) 2- 8d each end 2. Owner and contractor shall indemnify and down=ntcers. es4a.e••+u (E ) 2-16d each end �, a .. - %4 earrwuaaesu•aa. Rim Board to Rafter rad-nailed _ Cm nal.,-••adf '<4' - - T-V-. .,iFc .f^- 'r}f= i"9g3u.gSdiv.B{nAd'f41e•., x,T'W'erwf.e :a^�Igr6�in.rlllrri ' .Jrs�� "I vt 1. rI 1r f hold harmless the Architect and tome 16. All peso-rngin4aed lmnf,er Bhall be a.nwmianro.vn/ eT11i.a•wim�sw an• 1, 1 t' -w';`loll%'� ` ? ' l e' `^s.! :ii. S h r .".d l_ '�rµu'r KIII,lt$°Y 'y 1 -F 1 'Iol n l�4aylil"°t .,r9Fl? „!1,ljEI gg h,-aIF{' I,rll€���,Rj 3 L ��j :; t' �g^� ret agents and empkyses fiver all claims, per a axspa spy/ Iii'IIL ^W' • e t Installed m Specifications. ILaenam,�p•rwnrW I, ,�•' esu,apa•rl la••a3W is damages,lessen and akpenses Including but 17,All ekgric wont shall contains tel latest rev. 111��111 not limited m attorney fees arising out ofaT 19 sur•sero c Top Plate m Tot Place ns (Fac ilyd) 2-16d' per foot 1 n aCdte National ElaeMc Cada eacarwul.dr 9.a F yax we• Top Plates at Intersections (Face-%Stied) 4-I6d joints- each side l l 'a Stud[n Stud (Face-nailed ?- l provided from the such claim, damage, Imp wx,�i s+wn ) I6d 24" on t provided that my Suri claim, dnmegq lose 18. AI.plumbing iswrk shall comply with NYS I Header to Header(Face-nailed) 16d 16" o.c.along edges FT or expense,(1)is attributable to bodily Building Cede. injury,Nickname dislease or death or to injury 19.Kitchen and both to bawc balm Pon ere par \`ad,vnaMM FLOOR ? tom destruction aftee ble other g +'•�t• JDIST / Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud Bl property( NVS Building Cada than the wart Itself)including the Imo of 20.Domestic hot wear pipeaand heating to lm Flout.L7D Fleur eraaing atwwvn 3-16d per 2x6 stud ° `a"'•a 4-16d per 2x6 stud lYlO a w~ Call d..es.bl.•t 1Lse reaching therefrom and a)is calmed he iowimtad. whole air in an negligent act or 21. Provide clock type t ayinight thermostat. plgr•a 9100 aid"nomd.M Rafts Tb Caetaw Bd NAILS VIM"3.aablo End grmk+Ortg pert 6Y YBoacan Plate to Floarjois6 Bandjoiss,Endjoisl orBlocking (Face-nailed) 2-I6d" per foot INTO Ianiasion ofdte oontrnlor enY Doras ami windows to be insulated hia9. s;a.a, -:;r:- ••I idel - -71:7'+1as;;r-&.,rw �.. •I .-v-,Inma:r�¢- .,,h'hl:-:•=I: ,'any • r•r- - •,w„ ° ° eulx»ntraetar,anyonedireet or rg apa.mu ;"r eik"ry"r iui * b,'i" t`r,+9;i}'n ',1' �{�§ e 'v��,f 'lllh� .rt{ ',a1�ll+t.. ` . ",1_:i, .ru-''It )Nlidhitlaldl'tr lip )�l" rfi. signq'nh 1 '4 ,i . directly indirectly 23. EnmincedoorstoconfarmtoNYSEnergy f r ! '-S,, �, .L. ?Il;yrh� rtlt' PiafJr , 1t_ 1„rh,I,:' 1'' PLA-70 0 employed by any afthem or indirectly EIGHT ' Code. �, e.nr n.l9anrpewt Joist to Sill, Top Plate or Giesler IToe-hailed) 4-Sd pa oia employed by my ththem a anyone for ant` walla, '.tu"�aat� gnu 7 IN NAILS 24. P1ravidesnakefleteloaereper NYS � Bridging[oJoist (Toe-nailed) 2-8d each end INTO whore ess any hedean may be caused I o Building Cade. + p al Blocking to Joist(Toe-nailed) 2-Sd each end Simpaan Strong-TIS by regardless whether a not it is eased M part a a o-, STUD e mdanni6ed hereunder. 25. Provide(2)2"%12"lneadn aver mY - � •---�=� waca m Blocking to Sill or Top Plane(Toe-nailed) 3-16d each block H7 p2�Y window and door eperI unless olh ~wise auoensaa Ledger Strip to Beam (Face-ntdled) 3-16d each joist 3. All codes and regulations o(NYS Building stated ® eccnaa AJ . •- Joist on Ledger to Beam (Toe-nailed) 3-Sid perjois[ Code that!govern over all connotation and Saar to Band Joist to Joist(End-noted) 3-16d perjoist __ '' installation, 26. N1 brace%6•or larger mus2hew double aeaiuv�i e9a1 /' 'e••a. , P 1 s - ....' --�7, Irlpumbe l2.2B puAport rods. F100R ✓ .' 1? p lace(Toe-nailed) 2-16d' ver foot _ -Q............... ............. imng nines far beef t B• d els or To P an J t[o Sill II ' t Ns 4- All contTete to beamm. 3,)(16 psi at 24 IOIST J ' pC. ,r1a y v!urat,. c,"1 w.m°'Si',r h''GI 1",d.dncln4"li,;id al eau 11 a,. . , :w n` ,r ;r Ipl :r'I.ln 15f2 k,° -fah r„ w 9 sheatl:IhM M12 27. All lumber and plywood mum be grade `.: - �••..••1 I��r'?w`tlh i14 :;+,�. s ��fi1 €al�lT m'il;rp�,.,,u: .;r a, I.f,r:�l E� c ;aVl1$�`liu:u Qrl'� ,a,-+. '1 °Tilj l s I a,,ja.. I,�,II uY,� 11 ta,t, ECr x4.11 i-,1,;; © g WnPI .' , 91 . . 1 . a II h ' a ,,+6s,I.6aJtl 1•,. . f s,r_.I19d days. + •., I,• t Peak ;gust wind ion*Ha stamped. Typical Wind Uplift Connectionrtl ;' 5. All fpoings to Hear an virgin sod pressure 28.opmturge.far ca ergermy use shall include Structural Panels Sd lice Table 3.8) ; '•, t -•••-• Ola cease study taald'utg assumed bearing capacity oft tont, �e ��pp��pp Diagonal Rn:ud Sheathing Q7 '• ' coon of gterable parts ofwindows located OBlal12•Sln Ia 80d 06Uhla Wall Gard OPOnaI �i���.�l1 .�I�GWn"�A�� Dula Ld ��IC� 1"x6"Sher I athing 2-8d lseaT Table 52.611. 6. Aamped.ng end sheathing shall >M grade as to provide Unobstructed edeas to legal ® g „ p' Support ---•••-•.•...... ... ....... r I. Beam or , - stamped. ra support pam2n6 support Past to launoation i x10 wider 3 Sd p I u ort cpm spam-SIr3t openings shall no upllh connector%may be reduced atwre Iuslilled be 1•""A1° ! PP t 7. All interior partitions lobLmr m double mwowwm ae• amau unblnt n„,j i' {, $,al Jrtl sol(-Id,d ' ,- sial I'<+ a ais5fi yl " I, -v:l! ?I s :' Salado, W '-sr nti: impede egress in an anagenry,shntl haw calculations. '�^--I , • d r 2 r 8,2 w N 9 r lv k 1 - ),j," 1, ,#, ;' � Vr4':AI,>4211(q, 1=?IFt:4rn Yr u !t ,l., i2 Rotor joists or am noted. ---kvmprmunr. ^;.� E1rM i1 d. if„ a L�tird,u IIIJuFa ��r„3.R.: f4^,ren NnJ � IY�,4- iv_ : P I - �t �u`n.r�'" a mintmuin area of5.7 sq. ft.with 2. This detail rdlects lateral of Single -"I _ _ '-t^,-S+'�-' 8. place,oeiling joists to be Muglae Fir,Flo minirrrlatt openingheight of24"and a and Double Was Postal system If Is Its desigeers EILlr2a^ Gypstmi Wallboard 5d coolers 7" edge/ l0" field resPolni6iGty b protest a complete lard path fm sl! �" �`r° ..v.. W ahi4"I tr'. fl: =i"fTrv_ 11u r, ItY v°fro , tE't,1 J,y +I II�° y' n;q,,;= .❑, rel .,n -nl „In,f,,: 1('sa 1 �, ;III,-, - 1 'a ;d . 875 E r 1.6M or Ton Joist minimum ng width of 20"with batons I" ..a.vNae.,.m, �`�'T�- r r.h,,r; oil~, 3I 4°,ONE 511 r f Y 4 r}wc�,4 ^<6. ell r IJ(i : °.1, i i I V,s i ;{ )I•It 4v , pv it a t„ .,Irjvt }:',l; ® Q : , �Y•••+ f 0, I , ,11 : IPPS� 1 tat I a I• 1, ff : S of7 d. M ..Y� '15• 4.- { . 1. , :U i ,J. l,- .. ad In pace She the of w0„Yr.me"•+< !11a;.+n."I:n,f 11 til „k'Ii.'16.7gIy .4,tsjk..Val wI e41,.}sir;•~eft PlY,,u ,'F§mu.1, ,`fi.IfQl 'I' •=�.5'� ..: 'i+:'.: bhVn fo-lhMil•".`„;I IbII I9nJl-IS"tljilrlll,: j tall 1p g,,.T(��.II rFiFI .I.. ..I--, A All Sub-flooring shall be CD%'/^pale, ofapming rte highs than Y-67 above ]. Syslrmr+linq equals lM1e sum of 1ha 51nOn ad 2 u.w n..l..l /1 '�er"`r"""•"" i\ 3 t 3 thickness. All edge to lea sl ren solM finished boar in all abrin grade stories. Doubl%Wall POM21 WIM.. \�1' wr,•nraa ,f LJ� _ Structural Panels 8d (.see fable 3.9) '-'-"- blocking glued and bailed. 29. A4'dlhect is not engaged for supervision in 4. A9entale lnslnRtial:Asingle piece header r' •'> \Ir rims rlr Fiberboard Panels (rlo timber)may be substituted for flit two headers ygaeargarm,w / 1 7/16" 6d 3" Edge/6" field 10. Well sheathing shall lx 7/16"min. mY esipedhl/i7)en meted dhenvine. I 1 it showhe be Thedesignratingfor mofts rodwidu I 25/32, 8d 3" edge/6" field 1 1. Sheathing shall 6e nailed per the 30.NI glass within l8"of finished Floor shell may flan be eyaluted as the sum of the Indhidual requirements of the}few,York State be saft Rias+. w411 fpiory rallass:individual sell(pier)ratings for - \ t 11 Table 12.6 this ronddlon may be ukan as hall of ihlllr Double m`'"�„'°"„- )3/ S ! I Gypsum Wallboard 5d coolers 7" edge/ 10" field ZONE '! ZONE2 ZONES ZONE4 Building Cork, 4 (see Table 3.9) Nailing BeRwmtl t01s 10918 Voll Portal vabe5. 1 I i r Elm dbourd Bd Shutter Option - For 120 MPH Wind Zones Only S. Longer header spins can be a,xcmmOdaled if larger m. m f /, case Study Roel-120 120-mph, Field B'O.C. 2'a.c. 3'O.c 4"o.c. p y headun are used such that equhraknl stillness Is maw 5 Particleboard d Sic Sd (see Table 3.9) _ equal to or glener than that predifed by the a.. o , Diagonal Soad Shnathiag 3-sec:Perak GUSL 1fd-Mch- Notel The shutter design shown These shutter designs Very no means minimum header and maaimum length indicated. "' ' Fgrroi Edges 4•O.C. 6'B.C. 3'as s. 1"X6"' or I"x8" ?-3d per support Thick f1aal51alaihMg wi0r lltl 3" O.C. herein will provide significant represent all possible workable designs 6. LTP4 and LSTA24(ringln by alaen)am minimum ,.., :- e° 3 2 , __,. I 1"xlm"err wider - L'Qmrfndn Nafta 3 3d Per support protection from hurricane force n always e upgraded to provide regWnmemato,acnNvalheallovnhlelmds. anNr1 :1 a.iwn4*I, 111 r3 ,�,tr4 yl Ia,l_ , t'atll;,.y'er*•N''"4,`. ,sl+'+erririln,,:lel a • iv, ;tlllt"", ta '11p„ uy;prn - �ryll f, 1, + 1 ,: ii,,,llr,,, 0a<: P and ca away b pg p 11 !1 2 winds: This Is o guide only, It even greater margins of safety and �" ' " • "l pq'y'j ,d11,3 ' 'r 3r}7i v",l I:d-' 'I niw €'. �F'Ic9it11n71I"4"" I"I .,;61ti , f�G? `I'e�' 'I^P' M , lel `"T 4 °I P Intended to be temporary design Solent �� �rf•SlmciumlhPi'norless r[tiq$nr,. � � � �.,�'�"�„, �Ji ,.,a�(,.d1�f❑�:�'tw�4„'�tllr.�v��!a^� N� ,,h�ir;a'�':'• does not Include all possible rotectlan. This shutter des! n Is " Figure 12-40 shutter, anchor and fastening ' Link a5-eonnecttnn of systems, and the Installer must and removed from outside the building, CLTMATTC AND'GEIDGRAPHiC DESIGN CRITERIA id 6" edge/12" field greater than l" 10d 6" edge/6" field window header M esleriar 1'Itsp ad Just all dimensions to All designs are based on wind pressure Diagonal Boanl lsheuthing wall. compensate for particular capacltles only, Ground snow load 45# 1"z6" or 1"x8" 2-8d per support InstaLLatlons and hardware used. Wes stud Wind ]20 mph I"x101"or wider 3-Sd per support Seismic design category B Nailing requirements ae,based on wall sheathing nailed 6" on-center as the panel edge.If wall sheathin•1s nailed 3"ou-center at the mol sx ( While the design wind pressures ore gE P• 6 6 PI g based on ASCI 7195, the building Weathering , Severe a to.ilei%higher shear capacities,nailing requirements fol structural mashers shall be doubled,of alternate conneu[ors, such ns shear plates, Unq as owner/Installer must still carefully Frost line depth 3 feet n shall be used to maintain the load path. evaluate each system, and then If When wall s,eathingis continuous over connected members,the tabulated number ofnails illall he penniltesi to he red%cod In 1-1 rid nail per necessary make any modifications Termite Moderate to heavy toot. , ack consistent with good design and building Decay Slight to moderate ---- �' - --- - - '---'- -- - --' - - -- -- -- -- - - - w9dorrlbador sada practices. Winter design temp. 11 B . Roof Sheathing Attachment Requirements for Wind Loads r• I. Sorpd ucaaelatdtt4gshuteees Ice shield underlayment req. No i� '." ' ' '..;,?••• TABLE 3.8 v 1 FLOOR Flood hazard No Jm6Y 1 nnfesa4na wind sn<a famh3 L. tidiestiorm a 1 and t N the fume t en mo Ila ,2n Cylmddmliam eredna to 4kNtrtt{rle U � .f.:.� � . nlQenels ser^ended.Aaach w6lnter m 91NTtta%ttsftm:4 A7TACNMen WRIOU ie _ Rafter/Calling Joist Heel Joint Connectloll Requirements illi~m Rgum 2' APA structural Panel MINIMIUM.VNIFORM DESIGN LOADS Header Connection Requirements for Wind - Exposure B S'IItLK'I'LRAI,SIIKAI IING for 20 psf Roof Live Load I CW AAA weed aaueed a,k Wish -- E F E F E E E F �q,,,�0* palliate m P•f � 42 21,4 'I-111 x 24•'STRAP Table 3.3' _ Bead Load Anumpbms:Roof/CalinR Assembly DL an IS air sue•,m ...belt Reftarroda sperms Stmmwnwdl S,tudigruried c,r,nmml Nuu. Table 3.7 aaxMe pada Liver loads: rm,t. n.e.1 6ncnrs. ox.) carni desired at i6"".c, three Sweet Glut �, RuN'.SP1:u(II ) ftnof5pm ester Oriwbngl7ttrdm40ae1�ltddd ��"- Rooms other than sleeping 40 1sf is 90 ]%n 170 1za uo 140 136 4'PnimrinT•+3g<]on„ 13 6 I2 6 lr 6 IT s 6 6�after/Ceiling Joist to Top &'late 0.atelral an flee pad 4a ah~In Firms 2. . al Sleepingrtoolns 301 wind Speed(mph) i6 6 1V 6 6 6 6 6• 6' Shear Conneotizon Requirements Il 29 2s 3s I2 20 2s 3G ]. UaeaEkmg bees or Mkhing used so i Decks 40 Hestia Required Ci ac orcorlmdbn al EEacIt Bad ofY•eada ryb la _� 19.2 a 6 6 6 6' 6' n' 6• (Prescriptive Alternative to Table 3.3 Rn❑e, Itenel un,nnnd Nmnb:tor lea Rrtara 4 spa. , 3, Slope Spudna Canmun Nwlvper Hml hell,: (:"n nn2iun(Ibv,'"' iamf9 Ip J J dCapanp of lint lame longe rhe fmmag Ixttlrtd tit i Attics Wlthl storage 20 (/L) (n,J u'' L U>' L Uh• L Um L Ui'' L Ua" L Ua• L s• 2J n 6 6' 6� 6' c' 4' ,� ne.1 s wood 1 U L y„rare.,, aiding,The tails used to ausch the ' 1 enamor ,Zune I2 6 ie ti 1P 6 Il 6 12 Fns[es[bide lYind fi v 1 m h "IDiA SILL BOL'f5 2 47 79 62 k9 93 lag 127 132 161 157 207 alas 251 214 299 .246 n ) "- 4 6 e n ?20 sb a2a cab7 dINB and 1tIc dlYme;A%m ht the t t 16 G 13 6 n 6 IT 6 IT 3:12 IG .5 8 I f I4 640 766 III95 1419 t e @ 30"OC 1 14 157 123 66 278 219 255 263 4% 315 413 369 503 428 398 492 Table 3.3A 90 100 Ito 120 24 r it ib 2+ 6!U 1152 (646 2134 (tamieg 1a be fogy elfeetMe. ' fi 141 277 185 2176 278 338 787• 397 446 472 620 $54 757 643 89T 778 192 6 12 6 121 6 Ib 6 n sher,e°'"Sect Dead loadls metuai Wein.11lt Ofmatcrils) 8 198 316 246 374 371 437 310 529 661• '+ 6 +'-` 6 I2 6 a 6 6 r2 3 5 a a 2119 412 bra app / ( N i 630 i26 739 1004 857 1193 9W R.'+ftm' WnIlHcight Numberutad Cummm,hnilx 4.0 IG J 6 a II ilY 575 831 1064 4. read shims to este bYmr with ltd 13 g ( ) 9 arra r!i.l !boo ql 3n6"x3"urn 6em,vs Floor COASiQ11Ct10n 10.7 pJlf 10 233 795 308 413 46A 347 631 G61 A21 767 7033 974 1235 1071 1494 1136 Galla Gmd•a:al Nuke ones aakeTm;s 4 4 4 4 � 4' q� Colin Inst Ill lTnenPiad ere uiredin Ea of.aa0er 24 d 9 12 I6 Jan Mdf.listl6dtwltforbhieftdaw with land. enshen 1 • Spednp m,dlurCeilingJois[ W811 COnstlt4Ct10n 9.6 12 ZA] 474 369 531 557 656 765 796 992 9M 1239 ]106 1506 1285 1797 1476 12 3 J 5 7 lJ2 ua J7J nim FOUNDATION ITE DOWN DETAIL hes.) to Top P1aoe CounlStiCll'^ I(4�a�hlhict ForspnroraptoSfest, Roofeomtruetion 11.3 14 Sao ss3 4sr 620 6so 76s 992 926 11'n trot t446 1293 ns7 ISCO 2892 i7u nonansucA cane 3 9 >5 0 657 12d Hans a^one Scale Jus 1'-0n 16 377 63- 492 708 743 874 1020 1051 1723 17.59 1652 1473 2009 1714 2391 1968 SI.in Sim rid¢rfrnnSanne a�oinI Nnndml of sac,ennn,n Noll _4 �1 r to It 394 spax the mils 6 indict o.c.m each shim. ' g p perSppp10 692 tea rso tanchgncd 12 MIII J - 3 3 2 70 79 93 89 145 109 262 132 261 157 332 185 407 214 4a4. 246 r_ 3 3 4 o res pp s3 4s; tar pppaa eta 3 lreL spru nails 4 ktchpt _ ?:13 15 3 a 6 iso 4 179 158 117 117 290 219 404 265 527 313 664 369 BIO 428 96T 492 16 3 3 7 3 - Sect .nO 608 IxG ur hfl Shvab111g 11142 ° 2 ' tlJ 3 3 3 4 a ' ' ? 0 -H 494 916 911 O.C.at dOh dtim. (-'1ap and}ly) 3nOW load 45 psf 6 209 277 260 266 435 329 605 397 792 477 996 554 1215 643 1431 738 2sl9 or lmgar Shemlhnrg L'-19.3 3 ? 3 "- t ' 3 J ,p7 w2 274 356 8 279 316 374 354 590 437 907 529 1056 670 1327 739 1620 857 1934 984 9:12 I6 3 9 4 s n2 21s 361 473 5.Aunts the silunen with double. flGUlE= rAm6 t 24 2q -- I0 349 395 467 443 725 547 7009 661 1321 '787 1659 924 2025 1071 2419 1236 Ii - Na it=Pnc1n99r rnnel cages(m.3 uy ? 4 i 5 -'t 3 I 6 7 214 3a4 5-'8 712 beaded if"for amt Of later rebound, smurmm WRACsIaAM.Viyw Fill"olne9 rtA%raarM 7pgt411YIMOUs snwaaeas 12 418 474 361 331 070 656 1211 794 1565 9M 1991 1108. 2430 1285 2901 1476 F - Icml.rmrin,.a iolooiedlete nnppml,in the panel ddd[HIJ 12 3 1 , s9 Is 206 367 '-^-'�'- Appre.iT.la Da11an1•r•C.1 at r ./4 355 William 34 and 3b)lire l Id nags for fGutE 301 MAParwl atpprvvaetvh n4,aMwm taonphlan:pnwinaartse,d 14 488 553 654 620 1014 765 1413 926 1949 1102 23I3 1293 2835 15M 3183 1722 1221'- 16 1 3 3 '+ sub 192 APA stmetunl Panel ' Fel mnfsl:.alhirlg paleM11N 'm ul W=peameler eJde nl,henleC indnding4lm,a,ea,.h,.1,4%film ralrp,•.1k.,he 4lml and erns%pits 11141,211111[e be 5pbs nal 24 i 3 J 6 toll 3aa 412 114 611uam upmJJ4 Nell tllEtk pad lad LNrr[R Ana4s%aarr-Tan, cpm olwe,a NsIaM 1pa•ffhsd slwtwr8am x116-a.NY.am 16 558 632 749 708 1159 87d 1611 1058 2113 1259 2653 1476 3-40 1714 7869 196E pammereape noaaawhumm reywcemenxslvdtmucnir MforRd common n.lil .peeing auumvr bra rem GeflA9 �rrnrznmA ' when eciling'mnaam in5,,dled andlel est lafle's,[he sum ofiha roeanik inlha rufrrr and scqu peunlnal lnnnid,i v125'a ll'nails am vlind,ed. twits br ehwten 42 txn(nnaeaea) 7Wr6 19 30 a3 2 � 93 79 126 H9 !98 109 277 132 36e 157 459 187 361 214 670 246 I4,mma,n2,,,r.1lnr.wean. dm.lnalit,•mmdlenmsllmrnnu„o-nn,i,lpmem 2 P tilih,l.r Ire1„e1„a%ohne Sour 3y4 Inch lhidL cdli0gjnisl.hall equal nr eaceaulhe laL,ulafed numbl'9fnails:equirM. - lleel3Mmmnmdnns arcnr<re9uirai m�rn,her.Jganmppuncd by elmulblvnly ozl 1,Ima4errn Atlee hump. 4dq _-_ Barbels Sieh UJ2_G<01s9,me nulls a;n�dIo116:.,Wnnd,n Ginohes oc norNa, 4 116 138 232 177 ]96 219 SN 265 719 713 917 169 1121 438 1740 492 P r Tualuit ileal senedlo 11142inemik initial in each each aenc mender 9r ouixud.. non:net.hiilb, aoilt lspmniQrd byvm:ed•anus urpurlim nluLwdI iodok mall,,he ral.ulmed hcl jnim For ipww up telkn, the Mede � �'l mlawlea6%icon c.rna+lvrv•in;:.,,,a,nor,a:r,:nn:s.wu,o,:,un ruennrm,..anmmsmr,,,ncr.pa;u,rz0.4u mrlmma,a ax re un9a�ial nor err,man n< vclm:e melcbt a mn,r ndnum,nn Sen. qua'' Cut r[deslrnd `\ g 8p D•5 6 279 237 778 266 394 328 832 399 1092 473 E776 334 1682 6fI 2011 738 +„r eeilincioi=_k wbeniarmnndaln_ 4mp plat or mm,eilvneachside when.alenedroa ' lararr p. Mir rn eVIhony 6irelaa 4.at rade end dela ah ural.>rviO,❑.g2sc<oi.ga par n�l;paan2e Il6a mdu:d leJmdx. �rEywvwem mhacpluu,,,,ce minlrul lin ailhlsJnic In nllinyimn,imp spli:�.. f tants -per 36 8 372 316 SW 354 791 437 1109 329 1437 670 Q8J4 739 2343 837 2651 9tH aTnbubncd46.ehu.c.mlulsp.ml;_4,enm�m abc.11hna allavbcd to ml¢rr,milt:uninamembns worm G2U.-). For Samir% 3x61oppla,e. ' IubulalN nttljanownntNae 3rymmnents assume aUingpna ur vdrerllea aele,a¢Janhe lnnnmuf,hc anc,pacu. Mid 1 1 1 heron itnirenreii 11 he pond. For"ill agar S fGn,Spat;nolle r stenplhad. 4LV24 2A 4Q D.9 10 465 393 630 443 939 $47 1386 661 1921 717 2293 924 2803 1071 7351 1230 mm�mn5 reidr OA25G<01.{9,me nal; uinn dmllbc rrawdm31n0Lu u., tYtlenmm�g'dx err:crrr llxarelnuand hlgherinme uaies,ae,thetuhulaeJ aml'uim mon 2 .',a:e -' 1°ie 12 558 474 756 531 1187 636 1663 794 2195 944 2752 1108 3364 1275 4021 1476 ..otiodbylherdmxi,L,enc,: 4 irrthm ere.m'etdn ed d este ahorer t war a 4•as panel yriling On Fired gjag four pike, t iii .la tiswlw 49•e 34 72 1.3 14 651 553 883 620 1385 765 1941 426 2549 1102 3210 1293 3924 1500 4692 1722 Gains uelywhv%m,r lilts,hears, Heeilmnrconnw,ma narnwurn, n r nn Tired ®deg 16 744 632 1009 708 1583 974 2218 1058 2913 1259 3669 1471 4495 1714 5362 1968 TABLE a4 Ridge Tension Strap Connection Requirements F'°e" praised dpxt"wo code,wall tadwr n 1 • W. 1 e U . Cea.ntoruplift load. 516 nun {6114 til:aKtlan and wxdinlm uwmgdl, t t ibdv,p ••.•,•+ i(;.:.`.:•• 415 5 00 urea t ..e,ma L . l.maeclmr latual load(perpealieuly mthevull). /��,; ,\ " 3,4 n.o9 a'ArlylYama•^-'•'I'hgtafE9d llpJdrMa, t TAill;r w••� 111 ��` 23 3,9n l \ Y:1 Fezmnr A9le wlnmy.w 6nrh] P¢;tesl Tine wlna,y<ed tori% V3 _.no ehptp w WmrditgdwAm'e mm be r 1 �Im-�� ,YSmmytD DrmCCnDat AT 120Mm/Dr IGN VIM$KEDAT 1 a.Pt Nalom I Tabulated htenl connection mquieaaettu Noll be permitted to be raultip&d by 0,75 and 0.92,respectively,far Rsming as lamted , i `�-, v3 ;n Lumped mdog tarda• t 1 PIDa A1SrIraS191111113 41 AT Ta 0411113 aa. _ within 9 fel ofbuldiap carriers, 99 ]rap u0 1211 so loo Ira Ian IR 1.33 Sh~spa Jh.J V5 1�5 Odldwaslple0gpg.ABeb�l d t ,.` AMiWrd 'splr'ac'h,af° s Tabulated foaming laida asr3mrreabvilding located is Fiposam B. nnarpwh Ro.fsnan,al Number"roe c<,,,moa.veru.,,,ea,n Roilalredcapnny ofiI v6 3:29 4 spm lydna Wer ffM 11� 1 24 .36 40 as n 84 96 r :r:dnf t-v='m �ISe mum be=sit& a .-taro Tabulated opliflraqulnmena Sus®namafnnd crifmg assembly dead load of9pa!(0.6x li psl'�9pa(j, ae1:<svaP"" ce��n<.:,nn dplfy'='•• ,no 111 e t - pN16 2.$ 0.2 0.2 0.3 0.4 OS 0.9 - • TsbulmW uplift loads ere specified for]leaden supporting merf suembly when calculating uplift bide fix budm supporting Ruder 312 12 2 t 4 4 237 112 394 461 7.Akar fpbrknitm mhadmmaar doeM n bads,else nbulated ualift]olds shall be Permitted to be reduced by 70 Oiflima the hader spite for each full wall above. 16 t a ; 6 31a 41 6 535 645 be f0$lelpd keoakia6aiW1 k=lmW i 4M0 2.9 0.7 Qr 0.7 0..^ 04 •OA 1.1 20 J ` 6 ; 19s 119 657 spa W 1 1 34 , X {,5 623 768 966 ��Jpl ��BeatBTllT J�r:ttwcOTflRern'l lteaiuela'a:Iteen'ts four VlliDld Loads ahnpwJrfle 4W24 3.4 0.1 a2 0.3 0.6 1.0 Window Sill Plate Connection Requirements for Wind » Exposure B 23 5 6 11 5:, 727 919 1129 O r i _ 3r n 8 biz 831 woo 1291 II. n.shlms ore to be len In place, p �I - 935 1162 1x52 uta 9aNanizetl nallsantlflnida i rswS 30 law 4.6 0.1 0.k a.3 06 0.9 Table 3.S 17aessecond On" TABLE 3.B 4epenSl Arrnc7aanrr-aDnop - Winds d h 5=90 90 106 110 730 110 140 150 m12 12 2 , 4 e 199 u, 212 .311' like siding or eased.,trim. P< (pap ) 26 2 ' 4 ' z12 33u ala s10 Fastc;[-Mile WindSpeed(m ,h) 12d Oau%le-heeded Window Sins Requited lPubal capacity ofC°Mr%Iian At each and°f 20 3 11 5 5 315 411 520 637 O� N� 1apa �P ry 24 3 4 5 fi 379 495 633 .7 W %nils 6"o,e.(malls of 4'".c if shnnerbs aver 5' ij - g0 Ind 11(1 120 t� )' (n3 Window 501 cask(Ib]. 2B 4 e - 6 ,ii 579 737 02 S� R. 4 4 , 5 566 6.59 935 1030 ♦ �p •pry s'�,/'� Windom and glass protection ahn11 mleet z .79 99 109 132 157 las 214 246 16 s 6 s - .s66 74z 935 non * � 'fO WiIYD W and t`pldfiJ IPRq I1G al 1 Miall AST'ME 188tr97 pod ASTME 1996.99 4 158 177 219 26s ;]IS 369 427 492 STRUCTURALSf0A1'i VG or PANEL s DNG` at £ 6 237 266 721 747 17j 354 643 738 ' 12 13 2 i 2 145 Ivo Zan 205 paragraph 6,or structural shutters with 16 _ .. 3 a 391 253 370 393 E t' B F B F E F l ; r t- Ti4trs9 8 316 354 437 529 630 739 957 984 20 z 3 4 2„ 317 4u0 a91 C __ _ attached hardware provided, Details meet 10 395 443 547 661 727 924 1071 1230 24 3 3 4 5 259 180 460 see Sheorhing Locn[inn" Surd Spnaug Maximum Nail Spacing for Bd Common Nailb Additional Notes~ s'- 2a 3 4 5 6 339 443 560 nN6 ca,a, or eaeead the requirements of New York 12 474 531 656 794- 944 1108 1285 1476 32 4 4 5 7 Sen 507 tau 786 (incbCs,o c.) (inches, ox.) rl. Ice Protection - The roof of this State Building Code. 14 553 629 765 926 Dae 1293 1300 I'M Fa o. o4e7As a 3f. 4 S 6 I .13J SID 720 5N:1 A '(2 174 or41•- 16 632 709 974 1058 1259 1478 1714 1968 g structure shall have an Ice battler that re.d.dwm J'Ed clone Iz 6 I2 6 lz 6 12 6 l2 o�ssloNf�` I d'ac I &I2 " 2 - 3 131 328 2,b .rd 16 6 12 6 12 6 12 6 d2c , consists of aself-adhering polymer i 4r4 . Allwm Tab°ldadaplia°nor1"a' °°°'ere°efaq°im"pauw°n 6a ' ==a 67 .: xd,vllr le panni'uedmbemoldpliWby O.92faawJnp;m'I - uedwR6lall '-6 3 4 216 2115 359 .uo modified bitumen sheet In lieu of normal •..sra'b 24 3 3 4 5 262 142 43, 514 24 6 12 6 za 6 12' 6 6 fol afb%ilSmg tame%: 28 3 4 4 5 Jim 309 5m 11e PM Construction Ent, underlayment and extend from the eaves _ a Tabulated£slain toads pan ma a bw7dlom loused in Expomn B " er n m [nrerior Zune 2 6 2 6 2 6 2 t6l New Residence iJ6 4 5 6 7 301 SW 641 ,9212 6 6 12 Tasl4er Laneed a to a oint at least 24' Inside the 2.I2:Ir a 1 2 2 23 ❑ 3m 34; Greenportlily eexterior wall line of the building, 6 2 1 .64 213 113, 23, z4616 6 12 6 1" 6 m is, 3 3 J 205 266 334 499 Smoke Detectors shall be Installed In the 14 t 4 22Jn 320 401 499 followin locations 3a ; 4 6 2s 126 565 Sn BOARD SHEATHING or LAPSIDING g ' ;? 1 s fi 3n� t36 535 65+ Drawing Titles 1 - In each sleeping room Additional Notes' 479 G02 716 sbeaurmgss Stud Spacing Mutation Ntimberofld Ca=non Nnilsper Support Bathrooms - Shall be provided with Seta% mw,n,hln�r",:,Iulenmlaa,2,3ar9rtr"w,..an,nld-dl.d(23vmp,n nches.o.c. NEW Code CGmplla 2 - Outside of each separate sleeping Light, Ventilation and Heating w1"edea"" w;r<, < 1 „ race 9 aggregate glazing area In windows of „aba6,<anawn,narn<d:m4";r.Jm<arn< do111,<.rnp "n"•imlaad,hermin6,nn„erhwm,rcnrda,<= Details n r nod,:amm�na wam9,rnm,e4u„ea. 1X6 or1x8 Sh.firm 12-24 2 2 2 2 Schedules area In theImmediate vicinity o a not less than 3 square feet C m��%IT�n�<<oft,r°ri.'";��n❑<eareaa:e.,l"P.,hennmlKwnrinJr,,:,,:::,mnn11.29nhed;a<a<lr•aJ"r,n<,"11a-,len..d a 3 3 3 bedrooms, All habitable rooms shall be provided q „Yna,na, nIa<a l,mm�cr"tea n1111,;e aU<el:n.9 lxl0orlarger Shandlin„ 12-24 ' Tenni„etl mnn¢,i"n mquireamnrs w<Lacni m,41'_'ada,amPSWelea.rormllnel,l mdse slraPspacings,lnulbyly m< ® construction 3 - On each additional story of the with aggregate glazing area of not opening) unless artlfical light and a „n"1a,e.l,.duxrt marp„n S���anll,rl,<rides,5,,,,hr,.aml.nnr,lmLlamd,<nanre,<1,AJ a 5,,prc,d o ® permit mechanical ventilation system of minimum pact dwelling, less than 8% aP the floor area of Y dam'ara.am naqu, d F. - Nail ep ing %panel edges (mJ p ra n l'nbu laces tui•II ra u emcnw mwme n : ii such rooms. The minimum openable 50 cfm for Intermittent ventilation or sr I ,r nsnnma nldsu:nl. ,«,. Fnrnrrar,marnderp„rw tee;a.sra.Ine mbaa,nl ' Carbon Monoxide shall be Installed on all area to the outdoors shall be 4% 20 cfm for continuous ventilation Is ~'alae,.'^dlbcprmnaedtntoonouphedby9,9a r• - N Nail inlemaiadsuppnn5inmapanelfield(in.) levels where sleeping quarters are of the floor area being ventilated. provided figured not scale slurs i011 use oia so-a,sP,das 6n., 12 m n _ For shc4[hi2t9 wNlia4 feet of the comers,the fol edge pane mrachment requiremmts dtufl be us"d. ffigured dimenslDrG only, Located and In accordance with Article 1O "1'abulatedl2iniio.c.nnidspacmgassumessliwthingmachedtogtidrriiingmenbaswi1h G20A9. For Aamv gmemhe m'ibhli<r non L;3 Lbn 2 no tea n uu vrbh0.425G<0.49.the trail s acmgs stall be reduced to 6 inches ac of the Suffolk County Sanitary Code and See each room In plans for compLiance See each room In plans for compliance p XrA -NC the Calrban Monoxide Alarm Standards, r Forcenal nr ansidine galvanized m honailszhnllhes e9i1[edwbesunsntuledf�rcmmnonnails. sheet number file number 3042 40' 9-1/2° iie-4 10-3/4"- --- 1 p' g.. "----9' 5-1/2"_- ---- � I�----- 8 5 14,' 4„ 6- 7-1/2"-----t-5- 10"->1 C ---- ---- w r u Md Builder Seled 3048 // `\ MtlBulldsr Sabcl 10210 And Builder Select 3048 Md-1/8111 5419-14u \ 3'2-1/6"x4'g-1/4" 312-1/811 419-1/4u .. -___ °9reas window / Root Below \ 1'10-1/8"x3'1-1/4" agroutwindaw agewindow ________ \3.20.1.light/1.9 M.vent 10.3ad.11 h 5.7s.f.vent 10.3 J.Il h! 6.7 A.vent fr-------- --------------- _-_--------�-------------------------- -- 10.3a.f.11 6.7 e.f. I ____________________________________________________________j1 II II 00 6x3 II II 11 M O V WhIrlPosl Tub I II Closet d ,,. b an I e m ,1 I ri I an d Master Bath 6� � m a z'3"1 II o e o a 11 I Oe B Bedroom 2 3.2a.f. " m I, N � e -d °e m I I -1- O m 116w.L light a`. d - I k 1 o I S B.0%lighting/4.95 venting O 6'2" an d O 1 o t o s I ❑ ? \ Master Bedroom E] I 2140d. m II II I MDIOSet II ® � ® '� 9.81gII9Min9/8.3Sven8n9 Is c N co II c u � ! - - - M -7/8"2.0a G-P lcml I 2466 2668 ° 1 C08et i s O N I11-7/B"2.0e G-Flom IN 1 I I FO II II II ��sn mi r to i i 11 II II 8'1/4" [O II it-7/0"2.Oo 0-P lam 1A II III 01 121 a}, 1' 11"I'iF-'i i`z1'pi/�2I�•• g -n- 26-08 3' 2 - DO Hall M ----------- IIIIIII o E c r__-------- a '66S lighting 4.7 m J31Bedroom 3a Jtn XvnIjI Il 2eeeII II ' II E II II _ pep I II I � n ae e ro II II I , E c m 6 II II ii Im ° N F- li i1 ix Ile ii it 11 II o $� oo R II II t e , i II 2668 II U }^ II 2xi9roaf_ II sn x4'1-1/4°• nil \_ s-er] III,III, IIIIIIII III II I ratensWo.e.BaofatrvNun Kral, 2586 dd 3-2-height send Md Builder Select 24310 IIIIIIIIIII /l -then build this A_ 2'8-1/6x4'1-1/4" eofflang8.4 s.f.ligh!/3.7 sf.Vent of and fill 2'8-3/4" Rao Bedroom Loft 9ulid over 14 Build m 116a . Be 2 17.7%119hting/9.8%venting LOW Closet f0 a22oof 2x12 of , wEq^ 3IIIII,I III I1 2pLx_1J0 _n_o -_ I,I o ,Storage Bath roten 16"no, 50 dra fon minimum - j3-2x9- 2-i/2"stool itch r nMtlBuilderSle240 Md sunder Select 24310 12"2nd Flaar, 2'6_1/6" 4'1-1/4" 2'6-1/ I Md Bullder Soled 300 tl Builder Soled 3045 6.4a.f.8ght3.7af.vt 6.4e.f. ight/3.7s.f.vent 3 -1 o/B'.y4'B_.1/4" 3'2-1/8.X4'61-1/4'. pnee window agrees window 110.3ef.Rght/5.743vent 10.3 e.1.llght/5.7 w.f.vent roof ___ -_ __ -__________________ -- II 'I I 11 , I cl , 11 II , I m I , ` II li II I I A , I 2x10 roe}_ 2x10 roof rotten 18"o.a I I I I rotten 76"o.o. I I II II II I II 11 ' I II I Second Floor Plan ' I II I 11 II II I II I 1118 square feet living space I-I ----------------- - __I I ---- ----- Roof Plan All dimensions are to 3-1/2" rough framing ----� ________________ ------------------ -- ------------ All walls unless marked are 3-1/2" stud walls Mtl guilder Select 24310 2'6-1/6"x4'1_1/4' 6.4 w.1.light/3.7 0.vent , 77. 3 _-� �--4- 4��_„{3' 4_1/2��1�2' 3'-,4.-.3, i 1"-4 � 2' D" r -4' 9��_.�{ iF tp' g"-----I� I. -10' 6°- --I� I. 8' r". -� I - 11' 1" -'� - 8' 8-1/2" _I �•-6' 2-1/2" 40' 9-1/2" Scale 1/4" = 1'0" of NEW Y y4P�� R. SUC vY.d6.1A �r n � oss"oag`ar,/c? I F 5510,'/ Single Family Residential House PM Construction Ent. Tasker Lane I Greenport NY Drawing Titles Second Floor Plan Roof Plan Side Elevations .................................I..................... ... ...................................................... ................................................ ® construction .......................................... .......... ® permit Type I Entlwall Sheathing Requirement - Roof and Owning-120 wind zone do not scale this pant. use Type I Entlwall Sheathing Requirement 41'length-7.5'minimum sheathing required figured dimenslons'on y. Roof and coiling-120wind no 29.5'given 41'length-7.6'minimum sheathing reached Type I Sidrll Sheathing Requirement 20.0'given Raaf and Gelling-t20 wind zane Type 23'length-4'minimum sheathing require _ RoofI Entlwall Sheathing r-120 win sheet number Type I EiMwa'I Sheathing Requirement 7.2'give^ Roofeceiling and One Flour-120 Wind zone Raoq Csillag and on°Floor-120w1nd..no North Facing Elevation 41'length-17.6'minimum sheathing required file number PttzJ3QQ4� 41'length-17.6'minimum sheathing required 26 0 given 23.01 given South Facing Elevation Dote - 3/30/04 / Rldgevent- Ridgevest- 11-]/6"2.Oe G-P Ridge von!- 1am NJ Ridge i 1-7/6"2.0,G-P 1 t-7/6"2.Oe G-P New Code Requirements 8/12 lam IA Ridge lam NI Bldg. Asphalt Shingles-e hall have self wool Wipe or be At ridge-Strap each rafter on Interlocking and comply with ASTM 0225-Fawenero for each side of the roof ridge board to Build war roof 2x4 collar tin 16"°.c. 40 ye°r°mhilec[ural ehl.gl.s Ridge vent- ..,haltehTngi.. hall bel galvanized a,stainless deal, each other Over Me ddge with 18f felt paper 11-7/8"2.Oe G-P minimum 12 gunge shank with a minimum 3/8" galvanized steel whop-use tlornoter head,of a length to penetrate through the Simpson 0520-Held cut to about 2x10 roarokero tem NJ Potlpo 40year architecture eh ngln 1/2".heathinp IS#2.1 felt paper Mouthing. materials. Whoand a minimum of 1.lose Into the rasp 24"and occurs each and with 8/12 2x4 sailor tin 1 a"O.C. 2x4 collar des 1 B"o.c. 2x10 root thing sheathing. When the roof.heathinq tale.,tea^3/4", minimum af8-Bal galvanized nulla 12/12 40ye°rarchilectuml ahingln "C"mrarchilecturol shingle° 1/2"sheathing the fasteners seal penetrate through the sheathing. Rake 15#felt paper 1B/fell paper Asphalt strip dimples shall ban minimum of B Nota If calor V.are used at each Flush-1x8 pro- 2.12 of rokaro 2x10 roof mksro instances per shingle when used In a 120 MPH wind roHer pair,the..a of,trapping at primed Firs Build block every 4'o.e. 1/2"sheathing i/2"doelhing zone-Undsdayment far reals of 4/12 or 9rodsrsholl ridge Is recommended but not minlmumth°ffnttwo 8/12 be applied shingle faehian,Parallel to and starting at required Fascia boys of roof raker,on the nave,lapped 2",fastened sufficiently to hold In IJ B pro-primod both ended side r-5110-1/2-1 '{ At each 2x4 wtud to rest rafter plan. Ertl consist of ah ml be dfut a e'-ke pralscton Pine above-connsat wkh Slmpeon 2xB ce1M bedme l6"o.e. layerat nalfof°nlnbgnlymer modified bitums of at leaw2 HER 393 H2 stop-secure each Soffit g lays,daelf-ad ed in polymer mal and Iliums^ entl With 4-Ad galvanized suite- i'ovsm°nq 2x3 calling beam,l8"O.C. 2x8 calling beams 18"o.c. .any shall be and in edge to t at[.a 24-- and see da!°B"Wall Studs to Raker vented vl edantlfrom Ne eaves edge oapelntat leant 24" ^yl 3-24 with 2-1/2" R-301neula8on See New Code Details 1 11 Inside the exterior"it Tins of the building. C°^"yeti°"" steel plate header to 1'D" 11-3/4" , D —4vo-, Typim[Wall support roof-Match and notes far stropping Undsroyerent In high wind z°nn(120 MPH)shall in At i.[floor stud,2nd floor]claim bottom of raker and requirements eheathbng admlbon have fedenar,applied along the overlap,not and Zed floor sled Intervention, 2x4 mtud well secure to head.,with muni run up further apart than 36"o.c.-Base Flashing.hull be connect all together with Simpson R-16Insulation hangar to op•of either cormakn-mallatant metal of minimum nominal.019„ OS20 stop-field cut at about 30" 1/2"COX plyxcoc sheathing doubleplate I _ thiels..er mineral surface hall Weighting a minlmum In length-secure each and and bound 1/4"preen backer beard m m c o of77[be per 100 square feet-Cap Flooding shall be of floor Jolels WHO 4-ad galvanized nulls "ko comalve-ruetanl metal of minimum nominal 8 pill planet 38"width-at entre O thickness of.019"-Closed Valleys valley[bring shall be a Gara9 Area and all comem edges ono ply of smooth roll roofing complying with ASTM D Vinyl oiding-Cert°Intsed Norman Rockwall 224 Type 11 or Type 111 all lead 36"in width-Crlekete At double slit plate/ I .hall be Installed on the ddge side of any chlmney well stud(gong.area) Attach cul CS-18 M greater than 30"-Sldewall Flashing against a vertical Us.double acq all[plate-attach 46 strap from 4x4 poet to 63/,V1 t+9 plywood subtlear 2xG d. eidswall shall be by the step flashing method. secure 16 gea9e gum mol plot..to girder /12 R-301woulatianan 2x10 is ro ran m 9-1/2" eecure2-2xacq rill9-1/2" pi_1/}" 9'-7 2"GPI40 6/12 N gGPI40 9-1/2"CPI40 g-1 2"CPI40 fiberwrong dm bdaboard... P!...Place then° 4 Stirlenbedrooms-the needed must ha habitable clean Ile area re to of At ifusawho stud dattc. SWldbockevery 4'o.c. 3-1-3/4"x11-7/e"lvl °l brefeet -1hwmuwndow nepenable areahe 6,7 Atel otmptl thecha wgalvanized dude 2x4 molmumtaeHroltwo Sse Now Code Dwell. 1'0'1 Main Roof Reve:se .quarefeet-All spun Window oro marked on the steel dragon fee 2x4 wall stud and 3-2x12 bdye of fluor Joiels on and noisy for stropping Plan°• down to the Jaid card Jabot 2x4 parch telling beams both endwall aides requiromenls Use minimum 4-etl For every new window and glazed resile on inch end of strop- Vinyl beaded boob leak parch door,a 7/1 All plywood panel mu[be Uee Slmpnn 0520 out to calling flnl.hoi ` made. Panel..holl be pea-cut to cover nea..sdry length 4x4 req post m _ the glazed openings and to allow the 1/2 x 12"anchor bolls for double sill plate Inside HP+G column i a, fewer..to be=nand to the structural °vary 2- 0.with - _ Garage woad wall framing. Pon°b to be marked q g Plot.G Pplot.ban no wap as o location,pea-ddlled for 2-1/2"#6 3"a uare hoadn .and.crow.at l2n a e.around the Plata(anchor)under nut 1W'wquaro .a. M e"Un Perimeter. 5'G" The ehuH°r will be wand on site - r and ready to duch in case of House Area major otorm. n t+g plyned.ubfloor - b4x6 cedar decking At double°[li plate/floor 8/4x6 ttdortleaWng +- / 9 O E Thera will be an anchor halt no Joist-end Joico/wall stud 2x6 a a,deekini°t° Flhwdm r1o 11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111 91-1 2"GPI40 Hill 1111111 111111111111111111111111111111111111111111111111111111111 11111 2x8 acq deck]state 2x4plata 9-1/2"GPI 40 9-1/2--GPI 40 Use double acq sill plate-attach 4 5 mora than 12"from either side of galvanized 18 gouge gunned peals.to 3-2xB coq x ccs p R-19 loulotion 5-1/4"x 11-7/6"true Joist Sae New Code D,olla 2x8 acq 3-2xB coq 2x6 ccs plate 3-11-]/8"2.0e G-P lam IW a enthe end no mom 2-2x5 l2" oI11 motor and notes fordoppin9 led boom girder all sealer aeeuro 2-2xB vbo rill pleb ce then. gbmer Smki um t every 4'o.e. from ib end rites 2-2x6 AGO will termite shield microtias Nl requirements Avera e�existin Hbardronp dm boards. Plan these minimum the Had two g 0 '1/2 x I ehbeld grod9 minting • grad.szlOtin plate beard ....te a 32"o.a Attach cul CS-16 1/2 x IWl I bays of fl°or olete an uncle acq"cor overhang groda E 1/2 x 10"anchor bolls grade q 9 J ��nderfirokflacr oveMon Pldee Simpson CS-iB pod° At every wutl stash a palvanizod 04 post girder o S"x 7110"p both endwatl aitln g b E 6"x]'10"pvurotl Flrodo In maw be used In all walls coca 6'In teeth stop-c-attac to 3-1/Z'etsel pp p leC seal cora jothe2x4 wallsari and 4x4 0! B"x T1s"pound 3-1/2"else[ ear venerate wall Including Walle. Flrnta In In to be lmdallatl p Po concrete wall - lolly column E each pier-slosh to _ lolly column _ gPP 9 Us.minimum end Joint Place Simpson CS-16 6 gime,and Joist ace 4robc,, ballon all Joists war girder, Use minimum 4-Btl P _ $ nail.on each and of drc _ .top-tut°t 30"-In h°dzontaley/o°nknuws n Use Simpson CS20 cut t" each ler-attach to pian 84 r.bar, 12"diameter poured 9 Attached gampesahall ba.parobfrom all weer girder end alai p throughout and rq concrete tar-hokum nano° Ion th J hodz°nlally/c°ntinuoue from to and bot o a ens candrvctlon having°Hr,ronl.hance roll. ry 9 minim w final 9rada c P p ° feeling, 2 in wall, 1, from op and bottom throughof at least 3/4 hour. Each opening(Ineludinq scuttle 1/2x12"anchor bolts lar double sill plate minimum ca .tins hate,to the abbe shall beequipped with° 12"diameter poured from to an walk1' 4"poured concrete.11d, P P every 4"Poured canereh Blab 4"poured concrete slob controls pier-bolos from op and bottom 0 nk-3 Oho door having y fin resistance retina of all 3"square hearing w 6x8 wire mash w/GxB dro mesh W/8x6 wile mesh leas 3/4 hour(doer and Jamb). prole(woeher)under nut 31 below finolgrode / 8"x16"pound minimum 8"x 16"Pavretl �conorote faalbng , accurate footing 3'x Tx 1' 3'x Nixred I. For easelorfull yeOhio lX1aaeesaboogvropss,2 appliSWp ithee.notedabovecan he Poured concrete pod poured' 3"rehe pad ,17, 7„ _1 layuro wi B/6"type.s aggered. le required for the applied on wither dee winds or over X 23, 3u _ I ceiling with all seams dv99erotl. sheathing.use 1 ad nails wart the f_ 1 Z9, 6r, -1 vhoathin9 use tOd^°Ile Instead of Gtl eta r< 29' 6" Insulation Detaills Typical for all Cross Sections — 3"Thru Roof 3"Thryf A A Roo Ridge Vent 11-7/6"trust joint Icmllom lV 2" i 2x1➢ -T-I � I I 40 year architectural drnglsd 16M feed paper •1 rel TI II SI NI .I I 9/12 1/2".heathing 2x4 collar tin 1a"a,c. 2x10 roof rafters `I 2nd Floor T3 '" 2" 3" N Elevation of the lop d this floor p. above garage is same a.antra2nd floor ' 2xlgcellogbeame I �1 3-11-7/8"2.0°G-Pl°m IV tatfloar 2., I 3,. pA,h 3-1/2"duel WHY column 4" V.G.I. To New SCHD He use Trap approved Seniorysydem Plumbing Riser Diagram New Code Requirements Load Path Information — Roof to Foundation 2.4 plate 4"poured concrete slab 2.6 ccs plate w/A.B wire mesh °III sealer and flbsrme.h termite.hieltl 1/2 x 12"anohor boats N 20 New Code Design and Structural Information B" trete poured Flll below.lab to be poured cdncnle pad ` 421 0011 W 9 concrete wall gravely nn a,mw.hbne 110.361 Do scale —2x4 Wall stud 1 -Enclosed Structure earn place I]4 rebar, 2-Exposure B hhrougl °Ilt-2 Nlnucue Simpson d with out tar amou 3-Des MPH wind Zone footing. -2l. I sari nailed with proper amount 4-Roof L n a Snow(I frare t 2In bottom r 6-Floo Land SsaW arena) 40 dive load 0 of dead load s"x18"pound Fad nails ( ) P P from lop and bottom concrete,footing Overwhorthing plate l0d nails 6-Floor Lando(living erten 40 Pat live land 20 lPat oad 10 laud 4x818 gaups gala. 7-Floor Castle(digc,exterior decks)30 psf live load 10 pet dead load I - I quos!plat.32"o.c. 2x6 bottom peat) t3-Snow(4B pat) 22' 6" 2-2x0 acq.III plate 9-All structural lumber-plates,Jolde,studs,rafters, caltar tine,ridges,valiys and hope ata Douglas Fir#2 \ Simpson NER 393 H2 4"concrels.lob 10 All engineered turn bar IB Indicated on pone by type,manufacturer and size. Garage Cross SeCtIan ♦ i/2"x 12"anchor bolo every 2'sic., 11 -Floor,wall and roof sheathing are cdx Or plywood of the nominal size No mora than 1'from any comer or given-Floor dheathing is always 3/4"T+G,wall sheathing 1/2"and end of 209 acq e111 Plate -use 3"square oaf eh..tht.9 B/B"Plywood. bearing plate under nal 12-Manuel Used-Wood Frame Construction Manual for One O or Two Family Dwellings-High W1nd Addition O Faundetlon C; Cross Section End Vow Reference Manual/Reference Standard General Notes scale ,/4" = ,'0" Onaot the finks in the critical load path Dedgn L.atl Calculation°were dadved by using the Wall Studs to Rafter Connection INe/dead/snow/nlsmtc/wad toads listed above under Structural One of the links In the critical load path Wall Studs to ACQ Sill Plate — Slab on Grade/Garage Slab Information(above)for the area In which the Rwoidentlal Structure Engineer of record to not responsible for supervision I.to be built and referencing all structural components to the Prescriptive 0 P perWoten of constrvOtlan of every<omaror edge of 2x6acq III plaza, Engineering Requirement,of the Wood Frome C...trvtl.n Manual or compliance with these drawings. The Contractor must verify all Provide 2-f4ban continuous In all footings and 2-(f4 bar In wales for One or Two Family Dwelling°. existing conditions In the field and notify the Engineer of any discrepancies 1'from the op and bottom. of NEW prior to start of any work. The Contractor is responsible for all pennils and licensee required to complete the work. NI concrote shale have a minimum compressive strength of 3000 a. (/ (�J P.S.I.after 26 days..know Otherwise epeclOed. * ,f I F7 All work In to conform to aide,county and local codes. Notify O (3) N 2x4 Wall Stud 2x4 Wall Blud Nailing ScheduIe Engineer and/or owner If the building doe.not comply before NI concrete footing to be minbnum 3'below final gross 3 4 DECK I d' maki'myon"gee. and/or front line. double top plate Slmpnn CS20 adolength, Note wreathing mud be nalletloop plate 1 and nalled with pmpsr amount ExdedorWall Sheatlin9-16"o.a-7/18"Or edx pywood All electrical work 1s to comply with all code.and a"underwdten "Kaye"must be ed In all feelings. it) — — _ — — — — OJJ d fid na11s 4'Edge Zone(any nil within 4'of corner)-fid galvanized Inspection and certificate must be obtained after completion. Over sheathing use 10d none common rallaenry 12"o.a each sod 2-2x,0 header NI tie or pin holes In the foundation wall an to be parged both an the Interior A I - Interior Zone hall beyond 4'from corner) Contactor shall verity all dlmenalonv and conditions al the sbo 0481 O common nolle en 12"o.a each dud and shall be responsible forproper oinln of his work to the and eaeriar with a waterproof soder. Waleharoofinp.hall not be applied I 1 I 9-1/2"BPI q P Joining until this pargin9 has been Inspected If required by Town Bulkilnq Code. A'Ro _ �_ $If10 p60n G$2D work°f the other lodes. o- _ RoofSheathing-Jac Nailing Zone for Roof Sheathing Diagram U0 212-2xe acq.111 plate Zcre1 Zone2 Zone3 Z.na4 Although these Ione aro down to scale,no dimensions shall be 1 I IM 4xe 16 gauge gal. Fleld a°a.c, 12"o.a 31-so. 4"o.a scaled. If there an any questions on dlump°nciee,contact the Framing Notes 2 STORY HOUSE Window Sill Plate No me 12"anchor bolls nary 4'c.c.. qmw pla'oe 32"o.e. panel Edges +ac e"a.c. 3"o.a 3"ac. Engineer'.office. JOc:k stud No mon than V from any comer or Structural lumber-as naked-G-P WI Joints or Douglas Fir- prg O + and a 2xS..q.111 plate -use 3"square heatless and dude°hall be Douglas Mr/Larch(norehem)(12 grade or better. Single FamIly p O bearinglate under nut Shedmak to be fantasied with screw,12"o.c.along duds,beams P be All harden shall bell. 2x1 a amen dtortIng i noted.aauble o11 I ;Z FountlOtlon G—P NI GPI'Dietframin notes andrafters. Saeetrock Inrae wall. red calling.Ithem . 6/8"type"x" 'cF I prJ J g Joistssupporting walleaboveand.upPartingallroomeabove ouch ae Residential House L0 kin Stud Foundation .heetrock to be used In Forage walla and cetltngsif steers are living bathroom kitchens,abreulatbans area.that will receive floor Hies. d' g Framer Above pluming illJone ad marked on plan or adjacent or above them. 6/6"typo"x"S.R.to be ueetl above all (n I Framer musI.It.,place ill Joint under plumbing hPlace eight rcsted.8die"In all aderiorwalla where the selling /umm the hol�er,etc. S humidity ok In or rooms height sxcudn e'. bottom plate flxoreawaetellnrpath wherolherovrehl9hhumldltycondlttonstobemoteturor.I.tarR g PM Construction Ent. DECK Note: G-P WI folds can not hr,°their Cement board o be used behind all tubs,shower units where there 1.flee. GARAGE MeofthelinksInthecriticalloadpath flanges cut Into. For plumbingwaels Steel Tasker Lane One of the links In the critical load path are space on pamlel plumbing walla, U.L.approved,make detector shall be either photoelectric or 1 I Suds and Headers Around Wall Openings Wall Studs to ACQ Sill Plate space the 2 supporting G-P III Inlet,am Ionization type and shelf be chadly connected to a lighting circuit Steel.hallconform toA.S.T.M.designation A-36 and shall meat Greenport NY follown: with no Intervening wall switch. CO detaclon to be installed to Code. requirements of the latent A.I.S.C.Cotla 40.00 23.00 41Mud0aall s1/2 come darn 3 - " — — _ — — 4D and e0 cedes 0" A. or local b hum°°",alp,/amps mode be a Gr where required by NYS AD marine ," g" Dampraofing Drawing Titles Hold Every thlm]otat can be shifted up to 3" or loom building codsil See New Code Rules an Cron Seamon. Also g I 47.00 o avoid plumbing interference review New Cade Details. Check with local Buildup Department for Vapor barrier shall be 6 mill thick polyester film. P g local coda compliance. (Cross Sections Modic waterproofing shall be troweled,mastic waterproofing I I 3 ............ ...................................y... . 3 dethydrative No.B. Hearth and Hearth Extention Insulation Notes New Code Details i. .'-, m ` S ors O :'••, '`•.••.........•.........•.••...•.:z ': hearth andh.dh xte requirement. lana R- tion Windows and Doors Plan I G All walls to have R 6 trot faced fiberglass Insulation, W n d W :m:` ! flush hearth ubndary the"framin at All new too.aboveebasementtolhave`Ral 9 aberglna Insulation. All glazinghoel he Type"E" 0 1 2"hearth edenelon alone ,..Q1........�............... 9General Notes O 4-51"poured controls 'y'b fireplace mud aco.mmadut.the following law. To proven against weer damage,all window and door rough opening are d' 1 Masonry fireplace lace hearth and hearth extensions to be wrapped on bottom and aides with plastic membrane,then aTyvek hearth eameton base i Q6wbd,1'o.a shall be candructod of concrete or masonry, Foundation Notes or equtvalem membrane will be placed across the rough opening,an -x" I supported by non-cumbu rtibee materiaes and will be cut diagonally in it and the window or doorthen placed Into the m. rolnfamad to canythebr own weight and all Concrete slab,to have contraction Join[e O 20's.c.each way. rough opening. Apiece a 11y'wide lee and Snow or equivalent material I® construction Poured carrels Imosedload.. No combustible material shall Do not baekfIll against foundation wall.untie find floor le framed, should be placed above the window or door,over the nailing flange. firuld.e base 0...d out floor joieb O m 1 romaine ainst the underside of hearth.and Wid.m.0 all foundation wall., las and Snow or equivalent material a 1-21oyere should be placed an ® permit deal decking : ......i ................... ........:.. ........1g before 3 3 hence m thick m aflsrco lata han. m s Concrete ocn whichngs to roe upon ll beremov dti Its de supporting eat[Is loam, to Puzzi ow the doomagainst they pe tetrapod ata minimrecum a minimum thickness of fireplace hearth.shall clay ngi a bog,In which core It shall b°removed to ka depth and s. Contractor with le guard even further ns be I water beneath al It To recommended that _ _ _ _ be 41. The minimum Nieknms of hearth engineered compacted till. Contacts obs 3000 p,s.I 028 days. Contractor Ie°tl cooled copper pane be Installed beneath all window.and doom, d0 not scale t1115 print. use 1 11 1 Typical Flush Hearth Extension extensions*hall be 2". Exception:When the to supply cylinders for teeing. Cylinder shell be cured under the some T°Fromm,sealant water damage.all window and door rough openings figured dimensions only. S 25 28 10 E 110.0 bottom of the Hnbox opening to raised at lead condidcna as wall.and flown, mud be caulked with a silicone based caulking. Nailing Zones for Roof Sheathing in 120 MPH Wind Zone 8"e bon the op of the booth eden.l.n,a Soft blaringcmpaclty...dfar foundation design he.been hearth ardi of not len then 3/811thiclq presumed to be 4000 P.S.F. Footings shall root on undisturbed wale. 0,1110 far Wisdom,are to be,elected by owns,. /t — Tasl(er Lane trick,.."cro e,stone or hila to permitted Notify Enginur verified. testing e°that these sheet number /1 NYS Building and Firecode file number PM330043 F..Urg size a.noted on plan Site Plan $sale 1/1 6" _ ,'D11 Wall height and thinks...a.noted on plan. Theme plan°an in compliance with applicable NYS Building and Firecode,. All alubs 4"thick. 1/2"x 12"a"char bolt,to be placed every 4'/2'o.c.and within 12" Date — 3/30/04 \C�G ALL CONSTRUCTION SHALL COMPLY WITH ALL CODES OF MEET THE REQUIREMENTS OF THE 21, s° NEW YORK STATE &TOWN CODES CODES OF NEW YORK STATE. AS REQUIRED AND CONDITIONS OF I.-- 6' 10" i 4 — s' 10"— —}� s' 1011 -I SWrwTOWNZBA APPROVED AS NOTED ............................................... etep0 +t•P $OUTHOLD TOWN PLANNING BOARD PRT€I Z6 B P.N 6�� ..... .......�........... ...... ........ ... t la +bp MI SOMtOLOTOWNTflUSTEES (p Ey_ 1lOP '• ..... ...... q. ...... ............_....L......_............... .......... .... 2botbmater N.Y.S.DEC NOTIFY• 841LDING DEPARTMENT AT $ - -- • . 66/ edar tleelJng belawgrotle Deck A F4 ,OW GAM TO 4 PM FOR THE o. 3-2x8 ac 3-2xBocq concrete pile i °: minimum 3' LOWING INSPECTIONS: FOUNDATION - TWO REQUIRED eons-1/z" UNDERWRITERS CERTIFICATE FOR POURED CONCRETE 6/4x8 cedar decking I i; 21' 0" 18' 17" oil _ _ _ �• a ULATION 110' 3-1%" � 2' 0" r• -7' 0"—� I"—� 8' ,}�� —5� 7��-7 REQUIRED 3. FI COMPLETC I PLUMBING FRAMING �---4' 2" s 40' 9-1 �" 4. FINAL - CON^TPl!CTION MUST 6' 2-1/2 a m mllE - 7T1-1/4 23 >1 RCO. ° r ALL CONSTRUCTION SHALL MEET THE ny' a a PLUMBING REQUIREMENTS OF THE CODES OF NEW ° til v" u r[; A B center YORK STATE. NOT FESPONSIBLE FOR W center 1 6 tl nt 6 ALL PLUMBING WASTE Y o . Ma Sunder 84 g'0-3/4"X6'10-]/B" A &WATER LINES NEED DESIGN OR CONSTRUGiION ERRORS. $ m II 11 C 1'10-1/B"x4'8-1/4" 32 v.f.light/1 6.6 ef.vant Y1 TESTING BEFORE COVERING s � M R 4.0I ef.light/3A+.f,vent — _ Both Sldae� — Md BUIItler Select 3046 And Builder Select 3046 ( " Intl ,/ '' PILI X2' 3"-1 MtlBullderS•bat3032 0 3'z-1/61'x4'e-1/v' 3'2-1/e"x419-1/4" CERTIFICATION OF overhang isles 3'2-1/8"x 3'6-11 - .•grass window agree.window II '• 8.84f.Ilgh�r3.B e./.van[ N 10.3 a.f.Il h 5J..f.vent 10.3+.f.II h! 5.7af.vent NAILING TIONS 2.8acy ladg_�r board-,+•nob f°raltachment :' _____________•c,i.__-------------------------------------7 2-14"2.0,G-P lam lvl NG & CONNEC - ------ -------. 40' 9_1/2" p-4' 10-3/4"-fie 1a 6" --9' 5-1/2'. ' 5_1/2" 14' 5-1/2'.- 8' 5" _1/2'.- 8' 5" 141411 6' 7-1/2" 5' 1 o" Q- Q W ------------- W C ------ ----- MdBullderSalecl3048 / \ Md Builder select 3048 Md Bullder selac[3046 3'2-1/B"x4'9-1/4" j \\ And Bullder Sdeat 1821D 312_1/8"x419-1/4" 3'2-1/8"x4'8-7/4" ; aga window / Roof Below \ 1'10-1/8"x3'1-1/4" agrees window agrees window \\\ -_-_---_ 10.3e groM SJw \31110-I/8"x Ae,1/4.. 10.3 uf.li 6.7 e.f.vent 10.3 aL0 ht 6.7 a.f.vent -------- -------+--LG-----'--------- ---S-' -=------^--^----�-----^----- f. _ _______________________________________i 11 I II 6'x3' \ I I I ' ne m a N Whttpoal Tub lotII II II Closetro Master Bath YV�a I re 2.3..E I d d I z I I Bedroom 2 3.20 ry ao - I B ; m E 116 wf. light a'S I 1 a B.951Igh8ng/4.9S venting 6'2" d I e E E II RVY. Master Bedroom S ❑ mo 1 CIOSet m m 9.0%1lghang/5.3,5ven8ng E �� II I ❑ itg � I S :........, 11 II II 7 111-7/8'-2.0e G-Plain _ a d 2488 N 2868 e u ClOeet la N 1111-7/8"2.0.G-P lam IW I / II o I ; ry � II II II Ncf-vi rn V o m = _ II II s 1/4" �p � I 11-7/B"2.0a G-P tom Ivl I I I ern ��va O II II it N m 1 ° d d 1'1/2" 2888 M I I 9N 13 ,{n o °' ' 1' 1 1" �--3' 2"-.i __' m - JNb m Bedroom 3 SHall m11 I m E 121 e.1. m E io m a - rr=====____= 11 I e1� II 8.15%1phting/4.7Rventi FjlE N N I I I I o 11 r tl 3' 1"-e.1 r2•D"»I ze_ea ' \ I j I o re v I A z I II cep � I II - u II E II 11 0 '° 1 11 e m dii m II 11 II i$ U cqn II II ry E o ml@ II 11 II ry 0I I 11 u W Is /\JDo R 2Be8 u o ..11YI. I 2x10 roM II II _____-___II Build main mfIr - 11 II th..b clum tray 2866 `r II rafters to"o.c. __-_- thenbuildlhi. - L a s 3P2"height aolitl And Bullder 1a1a124310 � I roaflaverfand 811 c 1O c d ^ m nail 8.4 e.f.li ht/3.7 o.f/vent II a I IT 'i - ° i�2'8-3/4" I Build over E �' Bedroom 4 N�E Loft �_ _ 11 1 Root I \_ E 1 c 116 v.i. $ I I Build over em7 I I I N o e Low Closet ml E a 17.78 II9MInp/9.87 venlfnp I I I a I e stamge Baths a 11 I Raaf I p r'S II 2x12 roof i 2x12 mot I y11F 0 ^mot I 1 I �O 60 ctm fan minimum I I roftare 18"o.e. rakes 18"o.o. I I _ II u7 11 II II rafters i6"a.c. 11 4'2"hal ht wall JL II II_________ ___ _____________ _ __________ ________^_ ____-_-- J 9 3-10 2-t 2"eladflilah _ I I ________ _ __- I" 11 .L 12"2nd near McMang And Bullder Select 243101 And tender Select 24310 � 1 `. ---------- -- - I 76-1/5"1 2'6_1/8"x411-1/4' I MdBulldersalect3048 MdBuildor Seleat3 11 GAM.light/3.7..f.vmrt 8.4e.f.lipht/3.7e.f.vent I 3'2-1/8"x4'9-1/411 3.2_1/8'x49-1/4' ° I 11 II agrees window egret window s II 2 m 1 10.3 e.f.Ilght/6.7..f.vent 1D.3%f.llgvent E .- e i , 6- i ht/5.7e.f. i � a li e it it a 11 ----------------------------------------------- Ij II 11 o Ir II jl II -1 11 I I I I A I I 200 root -1 200 of jl 1 1 1 1 rafter 16"°.°. ratio.16" II II 11 I Second Floor Plan j j l i 1118 square feet living space i j All dimensions are to 3-1/2" rough framing 1.------':------------- --^------------------J Roof Plan ________ __________ ____________________ And Bullder select 24370 All walls unless marked are 3-1/2" stud walls 2'8-1/8"z49-1/4" 0.4&f.Iiyh!/3.7 cf.vent �. 11' 3" 'i Imo--4' 4"--r13' 4-1/2"1-2' 3"-4F 3' 11 2' 0" 1---4' 9"--I 1- 10' 8" -I 10' 6" 8' S" _I f 16' o" -}• 1111.1 I B' a-1/z^ -I- 5' o"---I I�s' •1_7/2" I 40' 9-1/2" _I Scale 1/4" = 1'0" of N Wr0 y$ R. S 3 ea- 2 0. 04810 �2Q2 pROpE551VNP� Single Family Residential House PM Construction Ent. Tasker Lane Greenport NY ® � Drawing Titles Second® Roof Plan loor Plan ....................................................... ....................................... ..................................................... Side Elevations ................................................ ..........................................._. ® construction ® permit Type I Endwall Sheathing Requirement Rope Ind calling Sheathing winRaid 2oamen! Raaf and Getting120 wind zone Roof ngtl Collin ,2muma ran. g do not scale this s:print. use _ 41'lenlh-7.6'minimumeheoihln required figured dimensions:only. 41'length-7.6'minimum sheathing required Type I Sldawoll Sheathing Requirement 29.51 given 20.0'given Red and telling-120 wind zone 23'length-4'minimum sheathing required Type I Endwall Shaalhing Requirement sheet number /" _ 2 Type I Endwall Sheathing Requirement 72'given North Facing E I e v a t i o n Roof,calling and One Floor-120 wind zone A� Roof,Calling and Ono Floor-120 wind..no 41'langth-17.5'minimum oheathing required file number 1PM330042 41'length-17.61 minimum.Jus in9 required 26.0'given 23.01 given South Facing Elevation Date - 3/30/04 Ridge vent- Ridge vent- Ridge vent- 11-7/0"2.0.G-P Ridge Vaal, G-P 11-7/8"2.Ca G-P New Code Requirements 8/12 lam NI Ridge lam IN Rldge lam Ivl Ridge AsphaltShingles-s hall have aelf seal stripe or be At MIT.-Strap each rafter on Interlocking and comply with ASTM D225-Fasteners for each side of the roof ridge board toRidge asphalt ehingleewhall be Talwnizad oretalydam steel, each other over the ridge with Build aver regi 2x4 ehllartim l6"o.w 451 felt aper ur.l.hinglae 11-7/eat- mWmuml2guapeshank with aminimum 3/8" galvanized steal drap-use 1X r.paper 1.MRidge G-P diameter head,of a length to penetrate through the Simpson=0-field cut to about 1/2" teething lam lvi Potlge aIO met 40 year or chiteciurel shingles roofing materials and a minimum of 3/4"Into the told 24•'and secure each and with i/2"ah"gthinp 16/felt paper Y. sheathing. Where the roof sheathing is lose than 3/4", minimum of 0-Btl galvanized nails e/12 2x4 collar use i6"o.0 2x4 collar tree le'•o.c. 2x10 roMraftero 72/12 40 year architectural ehinglee 40 year shingle° 1/2"eheothing the fir terse.shall penetrate through the sheathing. Rake 168 felt paper 16�felt paper Asphalt strip shingles shall have minimum Of 6 Note:M collar lie°aro used at each Flush-1x6 pro- 2x72 roof roibro 2.10 roof thing fe.teners per shingle when used In o 120 MPH wind rather pair,the use of strapping at primed pine Solh block awry 4'amts zone-Und.riaymenl for rolls of 4/12 or greater Shall Hdge to recommended but not minimum the first two 1/2"eheathing 1/2"sheothinq 6/12 be applied.hIngie fashion.Parallel to and startingat required Fascia bay.of mat rake.on X5'10-1/2"-y the saw,lapped 2",fastened sufficiently to hold In 1.6 pre-primed both end.ii sides At each 2z4end with roof psor place. Ertl lope shall b street by 0'-lee protection abeve-connect with Simpson pine 2.8 ceiling beams 16"o.e. shall m.ld of an ice barrier that condole of at leant 2 NER 3113 H2 strap-secure aaah Soffit 2x6 coiling boom•16"o,c. lays.of wlf-adhering polymer modified bitumen Pah coiling baam.l6"o.e. sheet,shall be used In lieu of normal undarlayment and antl wkh4-Bd 9olwn&.d nails- 1'evemgnq see detall"Wall Stmd.to Rafter vented vinyl 3-2.8 with 2-1/2" R-30 Insulation 1, Du 1 exlan the e t riot wll edgeof the buil in 1. 24" Connection" Neel lots header to See New Coda Oetaily 1'11" 11-3/4" In.Itls the exterior wall line of the building. P and oohs brstrapping Typical Wall support roof-crotch raquiremenn sheathing Underl°ymat in high wind zones(120 MPH) hall In At let floor stud,2nd flcor)olsh bottom of rafter and et runs addition have fhdene.applied along the overlap,not antl 2nd floor stud Inaction, a4 stud wall ..cure to header with p further apart Than 35" e.-Baanngthingerlap,nhall be connect all together with Simpson R-iii lnaulaUon tenger to top of egher conewtn-reeletant metal of minimum nominal.010" CS20 etgp-Reid cul at about 30" 1/2°Cox ply.cotlsheathing = doubleplate - thkknm or mineral muriate roll weighting a minimum In length-aware each and and boomed 1/4"green backer board 7 u ��Iii'' of 7716 per 100 square feel-Cap Flashing shall be of floor bleb with 4-Ed galvanized nolle tyvek u rO u m cormeive-misted motel of minimum nominal and all 6 mil pboUe.edge,wie -o[entire M thickness°f.01 a"-Closed Valleys valley lining shall be GarageArea Vinylacomasole _ one ply of smooth roll moflng complying with ASM D Vinyl altllnp-Catlolntaetl Norman Rockwell t l 224 Type 11 or Type 111 at least 36'In width-Cravat. At double@Ill plata/ \ r Shall be Installed on the ridge title of any chimney wall etucl(gamge..a) Attach out CS-16 Trader than 30"-Sldewall Reading against a vertical Use double acq rin ll pla -attach 4x6 amp from 4x4 poet Cc 5/12 R-30Insulation 3/4'•t+g plywcod wlflaor 2x6 °Idewall shall be by the step Ba.hing method, galvanized 16 gauge g..adplate-lo girder2x10 6/12 secure 2-2x8 acq rill Plate n 9-1/2" I.I_1/4" II 2"GPI 40 N _fIEFRIFF6, m o. p-1 2"GPI 40 Q-1/2"GPI 40 9-1 2"GPI 40 fbarwlwng dm boards. Place these 4 Egres"windows an needed In habitable basements and gusseb a!32"..a. 6olld block every 4'a... 3-1-3/4"x11-]/8"Ivl all bad....-they must have a°opemabl"ams of 6.7 At every stud attach galvanized 2X4 minimum the first two See New Cade Details 1'0'1 Main Roof Reverse °quare fest-All°gross wind..aro manual on the .feel amp on the 2x4 wall shut and 3-2x12 bay,of floor Johb on and notes for stropping plops. down to the Joldand Jolst 2x4 porch telling beam° both andwall sides roqutremads Use minimum 4-Ba For"wry new window and glazed s on each and of strap- WrOf banded board look parch nil door,a 7/18"plywood panel mart bUse Slmpeon 0520 cut to telling finish mods, Panels Shall be pro-ret to cover necemmy length 4z4ocq poet v>- the glazed.ening.and to allow the 1/2x12"anchor bolls for double Ill plata Inside HP+G column _ Garage fasten..to be secured to the structural everyn 2'o.c.with HPRG Pen°co°lColumn- wood wall framing. Pante to be marked 3".quare bearing Ploln-plain base and rep 9 o.to location,pro-drilled for 2-1/2"#8 plot.(wa.h"r)under nut IW'square o' M 0 wood..raw.at 12•'a.c.around the entire perimeter. The shutter will be etomd on site 7 and ready to attach In case of House Area - major storm. A4 double rill plate/(Icor 6/44 color tleeWnp a 3/4"t+g plywood euMloor - aSo.q ..deeNlnq o. Them will be n anchor boit no Jaid-end Joiet/wall dud 2.6 ocq daml.loe 1 be rim old IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6-1 2"GP140 I 1111111111111111111111111111111 11111111111111111111111111111111111111111 112xB acq deck Joihb 2x4 plots 9-1 2"GPI40 -r 8 ,- mora than 12"from either side of Us.double acq.III plate-attach 4.6 R-19 Insulation Be.New Cade Details 2x0 ac 3-2x8 acq 2.6..a plate 3-11-7/8"2.De G-P lam M galvanized 16 gauge gueeme plates to 3-2x6 cal x ccs plow 6-1/4"x 11-7/8"true Jolt q from the and no mer a than 12" Bill nest and notes for strapping lager boob girder .Ill sealer • • ' from Mine.-2x6 ACD will wcuro 2-2z6 req 111 plat°n8-i/2" girder . Solid block every 4'o.e, mlcrollom IVI requirement. • Avaraoexl@tin 'termite entad • Averoge existing Average edetlnp Flbe.tmag rim boards. Place thou termite shield minimum the first two q g 0 plate board uncle acq plywood every stud Attach cul Cs-16 1/2x10" boy.of floor fated on grade _ suap Simpson Cs-111 1/2x10"pourer bolE, 9rode grade T anther bib under floor overhang c 8"x]'10"poured Al weryetutl aHacha galvdnizod strap girder both entlwalleltlm E strop-culat 30"-In 3llyaduteel Flroaloppinp must be used In all walls over Via height, duel etre on the 2x4 wall stud antl 4X4 eek B°x 7'10"poured 3-1/2"steel rte^c _ concrete wall Including Thumps walls. Flrestoppin91.to be lydalled down t°the joist and Joist p eonerote wall _ Y glyderand Jolefaeh to o (ally cdumn tall column E b Place Simpson CS-16 0 1 place q4 rabor, between all)oleo over pirtlero. Use minimum 4-Bal hodzontall continuous F ioc Map-cut°!30"-In n 12"diameter Y/ nolle on each and of strop- poured Ihmu h0ut-2 on $ each pier-attach to 9 Use 6lmpeon0520 out to horlo.place 4rebr. 3'below final g tetras from anbotto rw Attached Tarapesehall b separate from all alter girder and joist 9, c °paces by cond.ctlon having a fire resistance rating scenery length hhrough°Ilt-2Innu°m 3'below final grade Item top and bottom o of at leant 3/4 hour. Each opening Qncluding ecubw 1/2 x 12"anchor balls for double rill plate footing, but-21n minimum 12" rete p w poured footing,2 i wall 1' 4"pouretl concrete dab 4"poured eonerote dab °rice cl blew to the a having shall be tstancequippedr with a awry m ah,with concrete pier-bottom from top and noises 4"poured concrete relate w/axe wire mesh w/0.6 wire mesh last door(door and ndj 0n mistonce rating of at hearing w/0x0wire mean 8".i6"poured lead 3/4 hour(door and Jamb), plan(whhher)und.r at enialm wflnalgrode minimum all xIV'poured eonerote footing concrete footing E Ox ex 1' 3'x 3'x 1' For partial or full auto apace,above garages,2 Naw-Stropping T 7" pping ae noted above Co.can be poured concrete pad pouretl concrete pad -layers of 6/a"type"X".hedrock is required for the applied on either am duds or over � i - _ I setting with albeam.d°ggered. .hmathIng. When applying mer the 23 3 IE 29' 6" _I sheathing use 1 O nails Instead of ft etc, is29' 6" _I Insulation Detalils Typical for all Cross Sections B p // - B C - C 3"Thru Roof 3"Thru Roof A - A e Venl Ridg _� - - 11-7/9"tmsJoi-t Icroll°m IV[ 2X70 40 2" -y year arccurse rep"e felt paper x4 2collar rim at 18"amts 2x10 of rafters yl I I 'I 9'12 1/2"sheathing I 1 1 Y_I I I I I 1 �yl ,�•'I I I I - I 2nd Floor 2 2„ 3" 2 i .b ave Tamps b.ams as entire 3" & Elevation MLhe tap of idle flcor I I 1 2nd floor2'J I r 2" 2x10 ceiling baame 3-11-7/6"2.0°G-P lam IW I 1'3-1/2" 14 m1 II I 1 I I lel Floor I 2" 3 FAh 2-1/2"stel olly..lann 4" 4"C.I. To Now BCHB House Trap approved Sanitary System Plumbing Riser Diagram New Code Requirements Load Path Information - Roof to 2x4 clefs 4"poured concrete Blab Foundation as coo plate w/8x8 wlroh toll eater and flberm.h termite shield 1/2 x 12"anchor belie 3'x 3'z 1' B"x 3110"poured tall be.dab to be poured concrete pad N 20 New Code Design and Structural Information tantrote wall gravely machine ° 42' comPhdad QOIi vY 1 10.381 no stmt. 2X4 Wall Stud 1 - - - Ed Structure place )4 2-Exposure e horbrontaily/co ntinuoue Simpson C520 cut t°length, 3- 120 MPH Wind Zone throughout-2In and coiled with proper mount 4-Design Ie Pw aripttve floating.2In wall.l' •B•1 x 16•'poured of 8d anile 5-Roof Load. Snow(115x)40 Pat live load 20 put dead load from top and bottom concrete footing ' Over sheathing use tOtl nails 8-Floor Loads(]lying areae)40m,)3 load 211 pd dead land 7-Floor Lead.(otic,exterior decksli 311 psF Ove load a at do:d load _ 4.B 16 plow Taly. rE 22' 6" queed plaice 32"g.c. 2.6 bosom plat° 6-snow(46 Pat) 2-2x6 acq rill plata a-..structural lumber-plates,hips am etude,rafters, 4"w.crewmlab ..HarAengineered s.lu bar1antlhip-oro plan.by Type, Shmpvon HER 303 H2 10-Floor,w ll and at sheaIndicatedthing oepWnv by type,monufvaturosize .Ize. Garage Cross Section i No m z 1211 anchor bolls every 2'or 11 -Floor.wall and roof nhaathlwa ars ctlx fir plywood s of the nominal size I N°more than I'from any comer or given-Floor oiheathing To always 3/4"T+G,wall sheathing 1/2"and end of 2x6 acq rill plate -use 31'square roof h..thl.g 6/8"plywood. bearing plate under nut 12-Manual Used-Wood Frame Construction Manual for One O Foundation or Two Family Dwellings-High Wind Addition O Cross Section End View Reference Manual/Reference Standard Scale 1/4" = 1'0" (Op Design Wad Calculations Were derived byuningthe General Notes Wall Studs to Rafter Correction OneMlhellnbinthecriticallolotlpaN five/dead/snow/selemic/wind loads listed above under Structural Information(above)for the a rea In which th a Residential Structure Engineer of record is l responsible for supervision of construction of ovary comer or edge of 2x0 all out plates, Oneolthe limb In the critical load path Wall Studs to ACO Sill Plate - Slab on Grade/Garage Slab na Is to be built and referencing all struetura l components to the Prescriptive or compliance withtheme drawings, The Contractor must verify all Provide2-Q4bom continuous in all footings and 2-#4 bar in walla Engineering Requiremenls of the Wood Frame Conatwctlon Manual existing conditions in the field and notify the Engineer of any discrepancies V from the tap and bottom. air NFGy`' for One or Two Family Dwellings. prior to fork M any work. The Contractor is responsible for all .kQ I" pertain and Iicenees required to complete the work. AT concrete shelf have a minimum compressive strength of 3000 y1P R C1 R N P.S.I.after 28 day°unleea otherwise opall X C All work I.to conform to stake,county and howl cotley. Notify * �O I 2x4 Wall sntl 2x4 Wall Stud Nailing S e h e(i u I e Engineer and/or even"r If She building tloan not comply defers All concrete footing to be minimum 3'below final grade y� N Note sheathing mud be nailed to tap plate making any thongs. and/or}rad lino. BECK d' ad top plate Slmpnn CS20 cut k°length, and nailed with proper°mount EKtedprWall Sheathing-15"a.c.-7/16"ar ctlx pywood All electrical work is to comply with all catlm and an undervidtero "Key."mud beret In all footings. G w _ _ _ _ a- M Btl note 4'Edge Zone(any wall within m or corner)-ad galvanized Inspection and certificate mud be obtained after completion. n 2 W Over sheathing use IOf noR. _ g common tae(any w ll 1211 mc. dud all tie to In holes in the proof ort walla.to oo n etl lith on the applieInterior J Ag Interior Zotae(every 1lbryo. 41 each corner)-etl gaanix"d Conand shell be rell verifysponsible all for Joining dcofhim Work the the and shin prwlkh a waterproof madam Walsred by To nBuildg Code. P g 04si F2 i g-1 2"BPI 40 common nallSevery 12"oma each dud and shell be rmponeible for proper Jolnlnp of him work to the unlit thin gorging has been Inspected If required by Town Building Cod". RaAF5510NP�' I son CS20 / work of the other trade°. Roof Sheathing-fine Nailing .2 forRoofrm3 Sheathing Olagrom p r 2-2x0 etc sill plate Zone Zone2 Zone3 Zom4 Although these plans.retl.wn to stole,no dimensions shall be Framing Notes U7 1M 4X610 Usage gals. Field 8"..a, 12"a.e. 3"o.a 4•'..c, scaled. If there aro aW questions on discrepancies•contact the 25fORY HOUSE 1/2"x12"anchor bolls every4'o.e., gusset plot..32"0.0• Panel Edges 4"ox 6"d,c. 3"o.c. 3"as, Engi...rl. Mc . St.cturollumber-ds not"d-G-PWIJolshorpougla.Flr- -_ I °�. tUd ♦ No more thanl'lwmhnycameror g / ) Single Family O and M 2x6 acq.111 plate -ue"3'•psora Shedrcok to b fastened with etre..12•'ox,°long duds,baame haadero and dud.shall be Douglas Flr Larch(northern)y2 gratle or better. M O '� bartnq plate under nut and rafters. Sheemek to be 1/2"unless otherwise noted. b/8"type NI badeg shall be(2)2210 ureters otbrowlu pond.Double all Foundation G-PWI/GPI Joist framing notes 1o1st.supTmwUng wall@ above and supporting all rooms above ouch°° Residential House IZ shmtrock l°be used In garage wall.antl ceiling.if there are Ilvinq bathrooms,kitchens,simulations areae that will receive floor tiles. ,�, tud Foundation Note:Above plumbing location°aro marked on plan areas adjacent or above them. 5/8"type"x"S.R.to b used above all Place Rrestop'•wt."In all exterior wall°where the calling Framer mud not place Wl Jaid under plumbing furnaces,boilers oto. Sheetrock in all bathrooms or other rooms height exceed.8'. PM Construction Ent. (A Fixtures waste line path where them arc high humidity conditions to be moisture resistant ottom plate Nota G-P WI Jol°h can net have their Cement board to be used behind all tub.,shower units when there Is film. GARAGEDECK OneMthe enWinthe critical load flange.cut Into. For plumbing waste Steel Tasker Lane One of the links In the critical load path It., Pace on parallel plumbing walls. U.L.approved smoke detector @hall be either photoelectric or Studs and Headers Around Wall Openings Wall Studs to AGO Sill Plate epocetha2.upportlnp G-PWIj.t.Isa- IonizdUon type and shallbe directly connected to a lighting circuit Steel shall onto.to A•S•T.M.designation A-36 and hall mact Greenport NY foliose with no Intervening wall switch. CO detectors to be installed to Code. requirement.of the latest A.LS.C.Code, Stud 40.00 _ _ _ _ _ 23.00 10and 0*@ 3-1/z" 6-7/r' 40 and 80 cerise 6•' B" Approved building oeBps/setae.mune be Rules on Installed where tion.required!by NYS Damproofing Drawing Titles BO.eda. 7" 0" or tocol bulldlnB cotlee. sen New Code Rule.on Cron Section. Also Note:Every third Jaisl can be shifted up to 3" review New Code Detail.. Check with local Building Department for Vapor barrier shall be 6 mil thick polyester film. j� 47.00to mold plumbing Interference local cad.aampll.nu. Cross Sections 3 dehydwtive No.8,n9.holl be troweled, a.flc wa ro ° g m to ro n .._@................................... New ori Details Hearth and Hearth Extention Insulation Notes '' •, :' ; Note Thfollowing I t f All walls to have R-15 krait faced fiberglass Windows and Doors Plan The aro requirements for g Site e"Ell O hearth and hearth°d°nsl°n. if owner dedm a All calling or rood that aro to be Insulated,W be R-3D kf.f.g.Insulation i , O 0.' flush hearthextenelon.lhenframingat AI w g All re len hg1stwaterda General Notes j All floors basement t°haveR 111 Flber lase Insulation. 9 9v YO 2"5"Poured edconcr hone ;..(9.......................... To prevent again damage.all window and door rough en a Tg a. fireplace must accommodate the low.O 4-5"pouretl concreteg or eq wrapped a bottom and aides pla with comes t membrane,then a Tyvsk hearth au len been m Masonry fireplace hearth and hearth extensions or equivalent membrane will be placed aero..lhe rough opening,an"x" shall be constructed of concrete or masonry, Foundation Notes will be cut diagonally In it and the window or door then laced into the g 6 mbar 1'amts supported by non-eambecUbw material.and T Y D @: Concrete.lab.4o have contraction Jlolnts020'e.e.shed way. rough opening. Apl"c"M18"witle lee and Snow or equivalent material ® construction I ralrefcalma tesurto their atibleIghtmaantlallshould Poured concrete Imposed leads. Na combustible motorial*hall Do not backfill against foundation walla until fl.tfloor 1.frometl. Ice and Snow or above the window or door. alent material of 1-2]*yamshould be placed on Boxed out flcor)olety i 0 0 Waterproof all foundation walls. 9 Y P ® permit fireplace base .main against the underoldeaf hearth.and deal daekinq ................................... ........... ........... Concrete footings to rod upon undisturbed*oil unless supporting all is loom. the°III below the doom before they aro Installed at a minfnum. 3 3 hmdhthl.exibandk.or fcol..heartn. The slay or bog,In which ease It shall be removed to lb depth and replaced with To guard even further against water penetration it to recommended that minimum11. The iinimum theta as hearth.shall do not scale this riot. use I a 4". The minimum thickness of hearth engineered compacted fill. Concrete to be 3000 p.s.i 028 days. Contractor Intl coated nipper pone b°Installed beneath all windows and doh.. p Typical Flush Hearth Extension edesolon. hollbe2". Excoption:Who.Me to supplyeylinderefortesting. Cylinder shall be cured under thesama Top.sentagalndwalerdamaga,allwindowanddoerrouphapeninge figured dimensions only. S 25° 28' 10 E 110.0 bottom of the firebox opening it raloal al lead conditions as walls and Roche.. mud be caulked with aellicone based mulklng. Nailing Zones for Roof Sheathing in 120 MPH Wind Zone 8"°bow the rep of the hearth.4...lon,a Soil bearing capacity meed for foundation design has been hearth o timmkn M red tem them 3/8"thiel, presumed to be 4000 P.S.F. Footings*hall rad an undisturbed all. Gdho far led..a.to be..I..Wd by owner. brtrickdone or lite n permitted /t Notify Engineer prior to placing foosng s.that Sham A sheet number cancrvle, assumption.can be verified.Tasker Lane NYS Building and Firecode file number PM330043 Footing size ave noted on plan Site Plan $Calci/16" = 1'a" Wall bel l and Waimea.as noted on plan. These plane aro Incompliance with applicoble NYS 801di°g and Ftrecodse. NI slobs 4"thick 1/2"x 12"anchor bolts to be placed every 41/2'u.c.and within 12" Date - 3/30/04 Typical Lateral Framing Con lection€I 1�laI16ng Scho airs GENERAL NOTES; �s ®�m®®®v®m•_,•�_ Gables, andiaa`ealp®mho 1'iaure alga Wlda.seam Martin* CROSS SECTION The Architect will not have control or charge of 12.!l blocking fhali be provided Pa all END ff l � Gable milblsu•Ing copieta n of 2r4s ph,ccd in m Ptattsaaae Calling amelaaOnbWaaidglo0 Table 3.1 •X• ttern (proont et and will not be responsible for construction joists,.Wells at mid paint.AAllowZ"air Pd op cal-nn"Mrhe gah[e ro the means,methods.techniques mquemm and tpvee for ral Radial rmnehod Randall Joint Description Num6erof Nails Nail Spann_ bottom Center brAce Mahe It fourth[robes,and from programs in aaaneaim with the world. 13.All studs shall be nailed withgalvanized acadl _.flL4r1 - - ^+ uI`:1kT"«rail?*:I°1;. ,r' -,� " r15Y 4: w y, ;,a,) , .1 td J '.C:,'fI`v;,:.... ,"11 as *J( tt.:hn L"f ."In, 1 ','� C.- .,d p2`d I,r1 a,`i',"., USE A MINIMUM OFA the bottom ttnterMthe gab 4pk tO he top center mdat aoaa� ra°mmr ae.�i0e a•ua. rfrnaaeMlna pond ! •• 11"''s `'- ,> ''°I:�1°'.J.';r'Q!" ^IiR'd"v'lirr c.{5.•kd`;tPJl r,i+t illNl�lall4 d¢[,171 iip1tF , . j'if11rriilltiir IF II'::.ir7ai'Iw..i ' Ik±:f1„it Ila o61 P'r "c `..I N hraRafthefrlardicans(Seille F wo3). Literal I. The contractor[shell give all natio and nails per the requirements of the New York q4 • I I 1140 8d NAILS THIS B comply with sit laws,ordinances,rata, %tete Building Code, t�SZ I.s44 halt. east.aN Two Ar Rafter to Top Plate (Toe-nailed) (sea Table 3.3A) per rafter SIDE OF TRUS& 3-Inch, 14gauge Woolf saavw"or two Ilea galea regulations and lawful ardor of any Public 14•All flush wood amnwbm shall be fastened RwL•+puma _ Ceil ins Joist to Top Plate (Toe-nailed) (see Table 3,3A) per joist o + n aboard common ruga to atlatloet,the 2r4s w the authority hearing o,the poiamanco of the with rated phambed metal Simpson Ceiling Joist to Parallel Rafter [Face-roiled) (see Table 3.71 each lap TOTAL FOUR . • O o fgable and tq aetle Mose(Mealy trlraca work sora shall promptly nitrify the �1feya� bind plana Ceiling Joist Lups over Partitions (Faccnailed) (see Table 3.7) each lap ON NAILS Architect if the drawings and Specifications iS.All rwrm(Lvm shall be attached to the h'Igum&Lob Rldio Gourd OW Calnng Joint Detail �- Collar Tieto Rafter face-nailed ) p INTO TRUSS (' ) (sce Table 3.4' err tie I I tomo 6f.aw Ona Site at"rim=therewith. 2-8d each end Blocking,in Rafter h' dm"omneaem (End-nailed) 2-16d each end 2. Owns and contactor shell ind'anni end Plates with galvanized hurricane Tao ry- �� st ca.raraR..i so•ea. _R1m Bomdto Rafter(End-nailed) a.-l; -L,._ry,, ,:,F,L:N -.. . , v - ,: .,,;, . a ... .- . .,._ -. ,- ..,- ., r-,--.-- .. - holdhomelesstheArchrtectandthene 214•moeh n•11N I..am I.rpg ,� ,r I w , .(ar! r=, „ n r,tdulR a ,r;;r7„r A4.� = , .. 16.All pre-engineered harbor shall be in..+.lmaimmn• Tx. `' !t dr „ f '4 �i. ,1{ �' gF+_"IK 1"l�r.' th",tEl >>I,'(I_'lNl>5 L1'nk'b`r'Ii II-'ll'Id, ;s fir esti can..n.lean.e m.enl ,_ t s% 71,a"_ h.nn.as 4i51a f',-�3[ an 4 ins,• r ,c'a oil 5 ,* agents and employees from all claims, inamllad m fleatfo2s " IlaenN lamm am a a1 ;�.,.> - -+^a-� ,rtea1... f•t flat . ' ., .,.,�, ,. „r1 I'f "sF4a .I . iP. PvI dema err,losses sad expenses including tnK �'%peel .emrNa..11.4aasasl nm°71r° 3o a.n s+ho P P 2-16d' per foot Ir to $ copal g To Plate to To Plate (Face-nailed) 2- 1ZAlldearfeMorkshell4anfnrmtaletatrev, adaanatll.lar oc To Plates at buersecnons Face-nailed 4464 mints-each side not limited to atlamay foot[rising ad Of Or afth:Nadmal Elecnic Coda resulting from the perfrrmance of the work aoaa` ° P ( ) 1 1 18. Al!plumbing work abnll Costs With Hader Slud (Face-nailed) ?- j _ provided that any sui'h claim, damage, losat P B Pb [h 14Y5 -- _ a,4aat 61ad° 16d 24" o c o eepense(1)is attribuNbieto bodily Building Code Header to Header 1 injury,aicknees disease or death or to injury 19.Kimbun and bath to haw mbaim fan as par PLODR ,` l6d 16" o.c.along edges Fl toadesWction of tangible property(ad= E ,•„a„ 101ST To orBottom,Plate to Stud 2- NYS Building Cada r..u.f r p (End-nailed) 16d per 2x4 stud than the work Itself)including the loos of 20. Danatia hot wamsr pipaamd hall to be Warn.s.To Fleet araewt[[canon 3-1 6d per 2x6 stud ux resulting therefrom and(2)is oluaod in lowlsted -. -- - - _- 4-16d per 2x8 stud TWO a w� mq"'• PlSds=ft Rldda aso4a m9d RaRurri®OelaW Bid NAILS Fiffors 2.Galata cad whole a In pert by any negligent act 4r 21. Provide[lade type da5e'night thefmfruei, - 1 r F S � , g'OPbwP omission ofthis eaetreao any 22. Dame end windows to be insumted glass, , a•-1a n rs,r•••....,..«� - ,„�;u.�•.. .,., ' Bottom Plate to uopms4 Banr§nisl,Endoiu or Blockln ace-nailed) 2-I 6d' per foot INTO 4 1.. �l,�.l � a- Ian'. _ate ^.7aJu �:^vo',rr, 7 s :`IC. -e'Yt^r fere[ §. u.n . err u.aCrrr on alma ,_l�.w. - uL1'.3':. ,.Ilnt=i tr,i9;"'' .Ili IY�I IF, "nil di.. ":w,'i c9'I'trl'i{ .,51'iCr -IY'°'iFk. °t,kl^rev SFT.�irl;c,I,H j' 1 �L�t ;I;' PLIIES "0 submntreetor,anyone directly o fadirectlj• I IS +,y F , Iv 4T r14ytg ,res {� 71 11 + Ill' S ", , 1 r Lt d ars& l q(rl 3 k _ 23. &rt•muxdoor�tarnnf9rmtoNY9F,nergy lo�ygaJ9lr..' r:.J4fi,8, .� ir.9.-l +(i.on-1.�. _r°O ,WI „,n"JOIF )I��*r ',-��I�Re�"`yet„�,tr��f3lJpa°KN �nl ,v�r0;rr'(ivll'' m plflyed by eny ofthem rlr inighectly Code, anon.lemwa.+WateEIGHT employed by my ofthen or myopic fars4 na.vM N,r.v aHN agwga Jordong to Top((Tine-nailed) Girder IToe-Ivvlr ) 2-8d each end $d NAILS whose acts any of than may be tmable, 24. Protide smoke dcivaoa p per Willis •fun.r•4.s.a.aArw G Badging[G Joist (Toe-nailed) 2- 8d tach end INTO Building Cade, ,� Blocking ke Joist(Toe-nailed) 2-Rd each end S1U0 Simpson Strong-Tie regardless whetherni Far not it m eased G:part q a ,_ �I g by a party indemnified ns ofmdt,•r. 25. Preside an 2"k12" is drra peva any atone m f Blocking to Sill or Top Plate (Toc-nailed) 3-16d each block H7 3. All codes and regulations of NYS Building; wind"and dao ppalinp unless otherwise macsan p Ledger Strip to Bean (Face-nailed) 3-1 bid Tach joist Code shall govern over all t�nstniahm and noted. twn4r tw kd ararloa q4 .Joist on Ledger to Beam (foe-nailed) 3-8d erjoitt installation, 26. A11 headers 6' o Ledger muss haw double la•e eo4w4mpaaa - v " Ba clJoisr to Joist(End-nailed) 3-1 do perjois[ Fl9unm 12.70 •.d,. 4 Bun Ami. J I m in. 3000 psi at 25 aapport atlda. FLOQR _ , . .. p ( nailed) 2-16d per Fou[ - ..,,_(JZ............... ................... Nxllimng masa fair fC01 +•al �� ',� t •• nil toot to SIR or To Plate Toe _ , 4. All rete be p J015T II11", 11:^? lir 3' lr hast ady'C:azM1f t IM :3"Illi ': ; ,u- t ld.r'J I; sheallithm ml , . . 1��'' 1 q I5 I P 1� p Sly 27.All lumber told plywood be del;, n ha +- �a1 '-ro"'')rt ..11v ,{h";EFI,`Jius.�l;?,r�?,t llpa'Ifyr�© i5. , '.I � ?. Irl"TI�4l,•Ynf1'lnlh'dr�fJf�.au,,u;uI0:x111'il?�IhflT' M1Rwici.°olnfinl�+�m.[eItlna.:l.l l,, Qe g 2Wnp1 stamda P Y .:°?f19 G4'wr'ha.-tic,'.,,I, a l(h l .4'iCs :,w /[ rl - I\\ I _;:;' Yy(pleal Wind Up1iRt Bonn®Iction® Structural Panels ga (see Table ! ', �, ......................... .......... th rasa study battiniff"Re g 5. All footings to hear an virgin soil premium )'- �- - assumedbearirt capacity oft tons. 28.Oprnings for emergency ass shall include , haoTTahia 12.67. 1 B Pa ,7 Diagonal Board Sheathing ;Q2 door't tale otwindows!Decal W parts Delail2•Sln I6 anal [Poral CROSS �IE�°feQ� EPI® 11elEiAP 1°x6" orf°x8" 2-8d ersn ort ...--.- ....................... All from ing and sheathing shill be geode 0 0 ;; ....•-•...••-_..,-,.- ar m provide l Such stream ogres to legal P support r t .... elan' ' a nam.Stnrdt rags shall not 1. Beam to reppom maylimiliundwppom post to itial bion quesinda ` 1 z10 of wider Mid pe support Pea S �r uplift aonnulora may ta tmucad white WsIiIiM M 7. All interim panitifms lobar on double impede in an emergency,slrotl haw ""-'-"-nnrsswmanra� -aatacgam<nfaefnnrn i;';:;;ail ,"N3,J ,lift 'tun,sa a-jlr;yn. Y lri;l 111 -.-i•t 7s r-r,�] ' ul rr{.ya'. l 3l a lue_r'.i 11,1, Iser rl r -'i^ v Y sr .',s , '- ® 1 , ped egress erg Cyr aICVImi0115, !- axxawm nam �...rT.- =,tti.`;Il.Vld .o i-Y'e,.il R,:,,'I;r66 . L11aIJ.'."1 ; ,11 -all. -¢xIY'rh .-,>'Ir -U� w 1�'+'"r'tlll?,n�'SI� 11, 1('}il .11'ii,�i lL l�yl llt� tl,FXri Ilii= 1I9lfA nff[I r141v:�l ii"rlka l�ls ., / •r • floe joishaea noted. a minimum or®of5.7 sq. ft.with a 2. This detail reflects heart toad requirements or a Siaglx - .-Cr..r.= ' .m ,-=P4 ;,I II.d na.,: 1m.'eilk IS,r . ,s,, 8. Fifer,ceiling joide to be Eimglw Fir,Fb�' Min'rmvm opening height oll and a and Double Wall Portal system 11 Is the desigArre _ EauNe-_ '- _ Gypom R'allbourd 5d coolers 7" edge/ 10" field -- S75E- 1.6M or Tru Joist responsibility to pointe a complete load path Jnr as pl ` ga!&PIJC"~'r.r 'Ip1'? ;� - , a, 1,',n 1r.,-" f ,'�I IN ',1 'I - ;1'��;r' r" 'r- a1nr, ' ,'t,1, -1.'3rar ra,l^14, .Iv° r . -r ., c �n :t ;,, : . minimum twin widdt OF with batf7m I° ,a,. •J,w,,, ..:�?,�e,I„f-.,T9��IE6.,. ilaya7lr :�,, n-!.,�I,ns r4lf.,d A_ ., I •Ira " '"'f" .I.fW,s117 1. I,y 1 ..b��•'1•. >§7 11,1 �r�a- .s q B 1 t a�.auamn 1 1 r,. .n•'•pp', roil-eat.-_ nr;,,. :, , n�� ,idn�r.n1.. $. ,eln . sd}, ,r1f4".r :a+�I,, ;Il'i'¢gli"'ir.n(�1v ,1 ..l. .e L-. i.11ifli �.dlu'$(l © 0 Dads in dcmdanCn with ala governing Codes. 1 1 .n�.J 1>�' t„,y, 77��f P. rr-,. - i f - Ry�.v p �1�-r ti" fR I yl An y tau r, whl--,,,, } + y,m°;! -. „ /. aa..a.rfinemw.ra \.1 rrmnYraxarvi 4• Pa,l�.rr.,.f(In 41111a1 .1F,{r,ll , •+Rpfln{.,.V-,381,tIY»k-t„113,.,IntlSlrv9t�M,hTI,r.Gtr,tll �,-:IG.;-fie�.iui+ W'x"IIIIr.Y,'f;nit.r Ni�I,r IWIY:�dKurtltl dJl�Rla- 11Bd,fir,-. !`• _I.,, hYtlllo'.r, lxr;l....' ._... ................ A All wb•floorm shall be CDX•/. mm, of un as higher thim3' G'Attwa �raavinra.,,an.l Isx I a 1,- "--'j"" T " B Wer g B 3. System rating equals the am of the Single and � >.nr,uwl.a, +!} thickness. Al l edges to be flet on solid finished floor in all above grade stories. Double Wall Portal values, )�Y f�,••W `f l7f Structural Panels 8d (see Table 3.9) blocking glued and neilal. 29. Arcltrted is not atgaged foatupervisiol in 4. Attempts lnsul¢tiolr.Asinple piece aeddtr /r rpm -, lt: Wray all Fiberboard Panels fns rdmbeq may be subs'lifated for the two header 1 O. Wall sheathing shall be 7/16'min. any caputity unless notal oherwiaa. shown above.This design amino far this conation Ill af•lao ,mw, i 1 r,fl 6d 3" edge/6" field 11. Sheathing shall be nailed pa the 30.All glass within is"of finished Haar shall may men be minted as the sum of the Individual 25/32" 8d 3" edge/6" field requiremeds of the Nei York State bpsartryglass, wall(pier)ndnirsAndaduy mil(pier)ratings for 4a.onrnr \) \I YaNle 1:[.6 Building Cork. 'this condition may be taken s tall d ihefr Doul[ n ,°ne-- Ira pp \I - Gypsum Wallboard 5d coolers 7" edge/ 10" field ZONES ZONE ZONE ZONE4 Wall POmal values, I i i `ry Headboard Bid (see Table 3.9) Nailing Requirohwnls Io[Ile Shutter ❑ tlon - For 120 MPH Wlnd Zones Only S. Longer header spam pn be accommodated ithryer wi `f) Particteno rd Palets 8d ere Table 3.9) Gase Stutly Ogof-72DmphI Field g'O.C. 12-O.C. To.4 4" o,c. P y headersare used such that equhnlen[stillness if Diagonal B oatd Sheathing 3-sec:Peak Gust iR-IneR- equal to or greater than that provided by the t- I g Panel Edges 4'oA. 6'as 3'as Note, The shutter design shown These shutter designs by no means minlmum hinder and maximum length indiatad. .- I"x6° or INS" 2-8d per support Thick Raaf Sleoaffmil nigh 8d 3" o.c. herein will provide significant represent all possible workable designs '6. LTP4 and LSTA24 folfsipn by orates)am minimlgn. '" 1"x10"or wider 9- requirements •5. "' ' .. . - -, - - err support Common Naga protection o r m.achion the allowable lords. - .. -.:.�,,..��,_ . _.. ,..r. ,� , -- Sd . ,,, - . ,�� - . p from hurricane force and can always be upgraded to provide -.11+ 'u3nah 1,E.4I13 , e.Ca; 13 •.IS2.•}:h1eRlglu •,,..en#.oyu;i loss tl+,, ,l„ dp,aspl4\ .y�:e{ :*arrirerly ^1i •rep,[IA1:3691rd3 e-''ia l.w� nuelo- e '4etivlrN winds, This Is ¢ alae only. It even Y P9 P _ ) ISS I' 'a- ;'� , - 11 J rr i r!1 M> "r r•11° 3 g9 t If3CjFi,' Y rill InJ6 'I , ' 1 ?siw1rlN r IIII t 9 r_ 413 6 r 1 pl,�,il g Y greater margins of safety and 1uF, a NFIR ."-1 ,1-,sq,- 1 lx;ivi".,r�i,>xan,-..t, .,,r,..� 1, d .r„' i1 ;,�,ITr_n,.k'e l ,Flius, �i: ,...ni..l>'. 'd?It r:.,,�lli d.: ++1 @ePlIF , '11'I�I}tlnllll,-i does not Include all possible protection. This shutter design Is ^ toter •✓ - Figure 12-110 ^� shutter, anchor and fastening Intended to be temporary andmoun'ted '"-- Structural Panels systems, and the Installer must and removed from outside the building. CLIMATIC AiQD'GECJGRAPHiC DESIGN CRITERIA f' orless sd 6" u ger/12" field Link as-comreculOr of adjust all dlmenslons to All designs are based on wind pressue s g„ inindoufheader laeeerior frry, greater l" ]Oil 6" edge/ field compensate for particular capacities oil Diagonal Bomrl Sheathing Rall. Installations and hardware used, P Y• Ground snow load 45# Vx6° or 1"x8" 24d per support Wind 120 mph I"xl0"or wider 3-8d persupport "this Swd While the design wind pressures are Seismic design category B Nailing requirements are based on wall sheathing tailed b" on-center ar the panel edge.if wall sheathing is nailed 3"on-center a the pmml cage based on ASCI 7195• the building Weathering • Seveire p to obtain kghcr shear capacities,nailing requirements for la, a] members shall he doubled,oI al terra to connectors, melt as socir plates, owner/Installer must still carefully Frost line depth 3 feet shall be used to maintain the load path. evaluate each system, and then If Termite Moderate fit hen n ' Mhen wall sfleallhing is continuos over eon ported members,the tabulated numher ofnaiis%ha 11 he permitted m he resin red m l-{6d hall per necessary make any modifications heavy foot. , consistent with good design and building Decay Slight to madgtdfC ! -"-- -- ---_-' ' _ ---" --- _- " - -- - --- - - -- - - ---- -- -- - - - Wlnoowlbadar swma practices. Winter design temp. 11 B + .. Roof Sheathing Attachment Requirements for Wind Loads 54gaa taCoaeanacffugSVaanara Ice shield underlayment req. No 1 ffigoR a " '••• ` TABLE 3.8 Flood hazard No lols7 L, 1u4dmtimm S 1 amts sh the DWgst F,1xrr:r-Mile wends r�m„m Conade■uian ae'crmn m deenmlrse g HGaaa[ i ` - SIWTtF$jtlfflNicIRTIAnaWtciDIfoIzo shown ratin Fi omdel.Attach r _ Rafter/Ceiling Joist Heel Joint Conneatiory Requirements Slitil fiwoo ��r.•-.�'a2�q 1-114"x24"STWAP MINIMI'[JM UNIFORM DE.S'IGN LOADS �abl� 3�td®P taonm®C�d LnadRAxramal��anr�a� ¢oermlwivuL� is E#pOSutr® B she°nnnsl_neata,°' R,ar�h:roc;,nmex I.taeenu.nv�u Simi', l IF,,r, for 20 psi Roof Live {load m 2, APA Structural Panel f 1.Cut A1}YI wood rts4teand pNleta with E F " adngh.ae edge o.a4tp m eSllwe ace. Live loads• Lis Imunxuit, Table 3.7 „long Pam mr(MM„ �of 0uertdeslrild at 16"mc. Three Second(I= Ruul'.S n,(II ) Y^'^ �. � Rooms other than sleeping JPO psf Winds h !I3 g0 Big 110 120 1)0 140 110 P rale lxe],ve 6 12 G 12- 6 n' 6 b Iia iter/Caelllnab Joist to Top Plate Lateral and p RnnfSpm(h,) the plod Y•IIOIM1 In Figure 2. . 4t Sleeping rooms 30 - p�rn,pl 16 G 12' 6 G G 6 6' 6' Shear Connection Requirements 12 20 2S 36 12 2U 2x 36 3. use a la,g brad or Mlehk,g rill m i Decks 40 Ro6f spm Hewer real u of Cortnrnion at Each Eod efHeader be to w 19.2 6 6 6 6 6- W a 6' (Prescriptive Alternative to Table 3.3) Rntrr auger Rcq,nr.gVambnr ,elJm Rtt ymred Caparnynt Llttl lain pea D= pec' - r;nnvmi,m flbnl"„ S U''' L U4 1. D'A a. Il''' L [lit L tit`t L Up"4 L Us" L 24 6 6 6' 6' 6' 6' 4' i" 61n al'n1'= C,unma Siu`.`par Hrrl lulnl Latest the formals behind dW rood � I , Attics with storage 20 rR.) (ft) Up In The nails need m ameh ant ' 1 t R h¢ria,zone 12 6 12 btl'22 6 12 6 12 Fasmslvlilc\Vhul.G ted h !x DIA.SILL BOLTS z a7 79 62 a9 93 lag 1x7 132 165 Is7 207. .193 2sl 214 199 •246 P l+nP1 c 4 6 R 11 ,zit R6 927 1067 StabM sad the abunan WAM lilt the 1 ' 1 n .16 6 I: 5 fi 12' 6I2+ --- 3:12 Ir, i 8 11 11 „6 766 1095 1319 II�3B OC / 94 157 123 177 186 219 255 265 371 313 423 369 753 643 59a 492 Table 3.3A 90 10o Ile ^_n u 7 II 16 2I 90 IIi2 1616 2114 , 19? 6 L^ ti fi 12' 6 Gsmug m be fif0y dTectMe, strenemanis 6 111 237 las 266 278 328 362' 397 49d 472 630 354 753 643 697 Y)BDeadloadg actualwei ItOfmatetialS 6 Iz G6 6 6 6 12 3 5 6 N 240 432 617 soil e Bl 0 188 116 1d6 354 3T1 477 SIO 529 661. 610 alb 779 1004 857 1195 964 RIF W°l1Hee ha Numbercibc Cummoui.'ails 4. Mad akdlfu m the framing with !2d 12 s a:r ie 4 6 s I I ,19 RIA ml 16104 .1 lied Loa 6aews Floor CDRBtrNCtlOn 10,7 f 10 233 395 307 M3 464 547 Or 661 921 767 1033 924 1233 1071 1494 1230 G.Ihle Endx:,lt Ru,.a una Rake Talcs 4 4 i 4 a' 4- Ceiling hist p'q (Then nil edJJRcquimdmEach R.dcr 24 > 9 ❑ 16 4xa neo 1231 16UU nadf.lJstibdeuihformh4maaVV wknrentlerwashem 4 4 Spacing mid/or Ceiling Joist Walt cORsfIUICfIOn 9,6 12 283 474 369 531 557 656 765 794 992 944 1239 1108 1306 1285 1793 t476 12 3 4 5 7 142 u6 494 cin 3/4 O2[h dlKk, fa[ n m 3 fere, FO DATION TIE DOWNDETAIL Rtwf COaStr1aM10W 14 330 553 431 620 650 765 IF 916 1157 1102 1446 1293 1757 1500 2092 1722 BOARD SHEATHING all Iu Tap Plate Comm.ucn'" S u 10 3 s 7 9 �5 460 6.17 P 12d Nana n••ox. scale in•a 1x-0" 11.3 I6 377 632 492 708 743 874 1020 1058 1323 1259 1652 1478 2009 1714 2791 1969 sl:aumcsi<: Rerm,frni..sacin- shall 11,sm,mm nf7dCnnrm„e N.11 sat _4 .1 7 l0 13 3x1 692 955 1µ190 spaix the sotto 6 Indra o.G of each ohim. P - P"'. nr"" 12 9-1 n 3 ° 3 3 tract,[,,a.,a 2 70 79 93 99 l45 109 202 132 261 157 332 las 403 214 484 146 12 3 3 4 > m 2a7 15.1 aa7 1br apYaf Dirt 3 k0.afamr oath,4 hlchLl 7.12 16 3 4 3 6 182 329 470 606' / 179 158 167 177 290 219 401 265 529 315 664 769 610 428 967 492 16 5 3 3 5 3 - o. So each dlnn.ffigharcs 3a and 3W Snow load 45 psf 6 209 277 280 2(d 475 128 605 397 792 4%1 996 534 1215 613 N31 737 1xG'r lassnamleil,IF u19.2 - - to 3 3 e 4 " 7 213 394 7o6 911 B 279 316 374 334 580 437 907 529 ID56 430 1327 739 1620 II37 19)4 984 1,11'11v,.`r S...li'ma 12-19.2 3 12 ' A 4 1d7 19^ 31.1 is6 1tGU['E3 912 16 3 4 .9 q_ s; 3.Aurxh rbc dtllatla mdq dlmbk• rosy r 21 l0 349 395 467 443 725 547 7009 661 1321 '787 I659 924 2025 1071 2419 1230 L4 r' 3 3 4 '1 3 4 6 7 2w s4 529 'I- headed npisfaa9irdlmcren7ovaL aseurremAnACfalf9N-tl,An4�ChfISO@ rtNNMhw0AI4vmNOlurangeMras 1. - nmtsancing.Srpniclrae"on.) 10 3 4 5 5 _ 12 418 474 561 531 070 656 Ml 794 1505 944 1991 1106 2430 1283 2901 1476 F - gait.,.lei to el motel eePpnnn ate me panel new in.) ❑ 3 1 , 50 2 APPrwina Dan.%.fail rn (F`III}exs k and 3b)Use Ind rads for lel ' U 14 478 557 d5d 620 1014 765 14'.3 926 1&19 110I 23I) 1297 2875 1300 3385 1712 12:1^- 16 s 3 3 i 116 192 214 355 AfA fbrml rnp,ww,lY,ml+ p8oapirmm 170 rf 015.91. Wand Bpa•d fact em ruch,e,h:nl t�v hall k.IM1xilinl 11 ] 3 3 6 Ifip ,+•� APA6truduml Panel ' leas nnfs6albuegn'i+M1i1o3 -net n'ILepeneuerer cJge,Tlhe:unf.inJudeng� pun :nY 111 dhunenupm3Nlnththick sndlgd � faeJPra2gVTA4]aaleNt-Tor SPmPaafnl wL{�apbJ11?t a1M30 fali0.Nepali 16 557 632 744 708 1159 874 I6I1 1038 2113 1279 2655 1476 7240 1714 79fi9 1968 1 Do whnnxoallsstill r,,,m,epees,illedtobt insInIaftelforedcommuun,lih 534 pv1 lIdadt12 zcae 11,L lF mnnmqui,enmr- lel be meJ when ceilin•'nvswere installed rdlzlmlafin$.the sueoflhc m:mib inlhara0rr:md ++.az zxa lnneaam) 2 97 79 126 89 198 109 277 IR 369 157 459 193 361 214 670 246 1:d,awlan l_iodi n.a.r'.,n.pnd"y.a..aneaa.eenmi,Ip inualen lo r. lramin;;memnc„,.rat e2n,ay. tar mune!, b3 p° edA,ia«nwreenrelr alma,[Pcu„IUW mbcmau.v srs;rn„h,,,,Jlnd,ad Forslon,up SSo over 314Inchhthick Y1116 19 30 qs ¢I To oiH snnlle 1. Imes 111m, Vemat Itholl beimmle oneach side i tleel [ s:vennn aft[ ,p.Aded• 116 Ilvai," lien, n,d tiia4 � embers aim U.4^_5G<0e9,rhe mils .[ing$nllbe.mtlnrW roGmche;au. SJ Dua q l:nm mons earl q �rirmeppm rr 3:, wu yon' tlnchenm ,7aIi4 4 l76 137 232 t77 396 219 554 265 717 ]75 917 369 1121 428 1740 d92 P 6i u ueach luu avoid sbeeflg,nnranm than 2tnenaie or.1le mslimm �side when be ' 6hen emmnnFeerl 4mi be plmae spmvidcdhyvmirll11a 111i,isfl1I mJbuve+a wul4lh<c�PUUmdleml in [jb'1• P 1�4e,afr0[Ihe ll@da Cut if desiretl 11 n'I nbulal°d6 cher'.,..u4ii+P."inya+,uenc,hcallnw•.tlLiaFulln ruherun,.nmi",inalmmlrmu'ith Ce449. Fur lnn'Iu+9 aonnttuan n• nnacavcs aloft h° mibrtl rn:e«Auttd ImmlHttnhc ailnclpnmr 6 Ye[kn <. uead,era of the `` 4¢70 7 a1 q.3 6 279 237 778 256 494 328 972 397 1093 • 7. 1]76 554 1692 (AJ 2011 738 cmhngioistwhanfaznrcam x2s41ap phnla'r3 toenails 9 Pei po.01 3 ten. -,mqv nnncn crab o.4^_5G<U39,dsa:W zp.rim�.dncll ne rdu.W 1'4uulLno Eniialem ndliv• uleflesn:e iniwnxl furmlin vlo ttciiny' vlv i R "ne 8 372 716 304 354 791 437 1109 529 1437 670 1834 739 2243 637 2681 994 2.6 top plate. 0 fP sJni lot pvUem. 36 TicbulO,eJdiceha,.veil:porn[anuemc slenuhinF onxhel to rilia4mvF eruningmmbnssiN G2al.=0. nits imntrap olmlond mamcut lo'he lrhtx ur rdle,lindI l^rnmUMlc launm nfraldrnc ad. for a Ilei nail•. +puce. Pa aper odiedofdiv et name f 5trenalle axis baNNr.1 -gi Fad! 91Va1 2A 4a OA 10 465 393 630 447 969 547 1386 661 1811 787 :293 414 2II03 1071 7751 1270 mnnbns wnh Uiv<G<U.=19,Its nml= vciuu alahl ba smoW to 3i+slss ai whmmilmejoi>a arrtYlr tlu nee lotted N)ber lame vmicspxe,vhnuhuLud hNimurwn"1ilron rrNnvenmeva.haa ne 4 ifYhr:at.¢i'tadl eel al Axahurt:r t i14•ae. 12 559 474 756 531 1187 656 1663 794 2183 944 2751 1108 3364 1285 4021 1476 ue.oed by the lalentve lmDa'' �y Inas°frac 469r 3b 72 LS + Curb naghv Rrn,nnd• panel. Neoral de pond='CA flaw side; a adw.we tiaaly 14 631 SSJ 897 6.0 1793 765 1941 926 2549 1102 3210 1297 392-0 1500 4692 1722 s 4e Haenl ItcmlolurCannrneon Adja\vi nn1 1 ' ' arena •as9 16 744 612 1009 706 1583 674 2219 1038 2913 1259 3669 1478 4495 1714 3362 Me TAE.E 3.4 Ridge Tension Strap Connection Requirements F.,or, humid otim 11x2 van and0.well father 1 1 500 1 1 - regmrinen Pam, bP y reapecbvety• l X :C Y.,,.., q sib n uo I4nk reflection and mmdmLu Stan 1 4 U CtmtelarttpliR lord . �' ..4aai L w Cmmclar Wrdlwd(papandivAumthewull). / ,.,, IF— is 700 6.'MT lrlm mmw WOW bottleful r 1 T/a1J:r e � v3 3.u0 1 \ , M1 cyan Anile Wilu6PaW anplJ Fvssl at11e WmdxvcW!mph) I/2 L10 taharo lfiRenhwAWA must be I ate, / Poo stainespa'Cmda AT is/Mer Orsla term Sre[DArr7-R/na1Nt Tabulated lateral connection uahsllb tied m!x mol liedb 0.75 aa10.92, fir fmmlo bio fantod \- 00 1 1 Pea 811w1119S w7rxaa 4a AT 16 M1C1aea44L '�-� �:< 90 m6 ate 12a 9a IUD Ila Ila LG Igo 06af4. dufp o�pM/ krmda• I t Ara Pani •sgkrrlo Sh~SP.(Ila.) n Tabua8feet ofbuilding oads[armee. its a4b dwataptaO6ng,pit ab1ap11asd 1 An Tabulated framing loads nsa9mea building located is&p4mlte B. nnorphm renarsean fol Ivnmle�ol xd comm°n V,ila;n:aaF ae:rva<d Cop.hy of Rid• 4 �® sw warn woyat lnxJa.71 ecu .36 4a 60 A 54 96 i and yr t-11<`20 ane '< I/6 ] 20 hetes mum b e sakd r Tabulated uplift lequlremenn assume a mof a,d ccilmia'aemby dead load of 9 pJf(O.b x lS psi' 9 pal). I, soon"" Conawon(p10"'^ v10 I I I r , nota 2.S 0.2 0.2 0.3 CA 05 e.6 - 4 Tabulated uplift lwds ars specified for header auppertmg mfm mbly. When calculating uplift bads fit header mpputiog floor 312 11 2 a x y 2;1 ill 394 494 7� (abrlmdmt 4sdudmt4udlgrW ; 1 loads,the tabulated uplift loads shall be permitted to be reduced by 3o pirsimes the hander span for each full valI above. 16 3 5 6 116 41 r 525 645 mu&WorktnRbwltaai htRa to 1 5 40M 2.9 al 0.1 0.2 o,a o.4 •0.7 1.1 f a ?n 4 5 6 395 51U 788 Fri �1 4 n W c a� g �a W 8 24 i 5 7 N 415 627 919 '12 h h h Requirements S Wind Loads Ian wWeaFa , .y24 3.4 0.1 0.7 0.7 ¢6 1.0 Window Sill Plate NoPlnf3ctloIIf ®gtlireftli®n\'� for Wind d Exp�r9II1Irt� ® �'-2 S 6 x ;54 831 use 112[11 Sul,e'�t"°In Attachment a6e qIt6i B'�.i1il�.n#5' ffl�l' 19GII�¢a tl.oaWs 633 831 11,90 i291 4 41 36 n a 1¢ 935 11A2 1=52 B. realms cram be hXin place, 4 r,Mpat pie - usegalkel ll nails and flnkl, 1 I6ot 1.6 a.l 0.1 49 Q3 0.4 Three Second Gan Oen TABLE 3.9 like sidina'r erdervortrhn. [lalrtell a7Tag'24swr-eorroM - Table 3a� WildSpeed(mph) 83 g0 100 IID 120 13u 140 l30 412 12 z e 3 1e9 2n n2 2A2 12d Demble-haaded �� - em .o 3 e 5 s 2,. iia 426 Sin Fastcc;[-Mile Winds :ed m b nails 6"o.c.malls at 4'o.c.if shunerk aver a' WindeOSHISpao Retained Lateral Cap•cig ofradreelion At Bach End of 24 3 a 5 6 3'7118 A4a 4z3 1sy (R) W,Moar sgi Platy(lin. la 2e 4 5 b 7 tall 511 m 612 90 100 110 120 of NE 4 n 7 s 504 659 x31 1020 tiP O Window and glass protection shall mod 2 .79 99 109 132 157 185 214, 246 36 5 fi A - 566 742 W 5 1147 S R' SO WIND land S$ 7PIt(71H CIIOiY � ASTME 1886-97 and ASTNIE 1996.99 4 159 In 219 265 3iS 369 428 492 STRUCTURAL.SI EATIONG or PANEL5m1NG' Of s.d,w 6 237 266 326 797 A72 354 693 73a 5 "- I'- - 145 NO 210 295 paragraph 6,or structuralshufferswith 16 2 2 3 193 253 320 39.3 r: F B F e F 7 376 554 437 529 630 739 957 964 20 2 3 .1 4 241 317 gore Fit k ' _ attached hardware provided• Details meet l0 395 443 347 661 79? 914 1V71 1230 '-4 3 3 4 5 ,_s9 3so 4sn is a1- .1 -- - Sheathing Location:' Smd Spacing ➢laxunnm Nail Spacing for lid Common Veils C, m Addltlonal Notesi rr�m or[aceta the requirements of New Yuri, 12 h4 571 6s6 794 944 1106 1283 1476 29 3 8 3 au usx ^� n 4 3 5 ] is6 stn wu is6 (inches,o.c.) (inches, o.eJ Ice Protection - The roof of this ndtaew State Building Code. 14 553 620 763 926 1102 1293 1300 1722 .36 4 6 7 .434 see 720 fiat 0, 0481Aw 6tfa 16 632 709 874 IOSa 1259 71%6 1719 1966 4'Fdge Zone l2 6 12 6 l2 6 12 6 12 0 structure shall have an Ice barrier that h del o4 �°Esso6.12 12 JP` .,d•wc , Tn6olmd,miifl and lateollldlllne`tiOp rogoimmmty aaeR be 1n i 1 175 '1s 2e7 131 17, 216 8sz 16 G I1 6 12 6 l? 6 12e consists of aself-adhering polymer kada4'.a a� .a ar6arlea lemaemdmhe maldplied by a92 for Santangelo lolatod irithlal 20 2 2 3 4 212 142 351 57s modlfled bitumen sheet In flea of normal awSMd feetafhrihfm eamerl 21 3 i a 5 302 39R 10, sex 24 6 2 6 2e ( 21 6 G x =N 3 1 4 5 310 399 cis 416 New Construction Ent, underlayment and extend from the cave's cella-- IzeNdb s Tabautedfinding IoalleusumeabmldleRlcated�iaEmamreH 32 3 5 6 350 ii1 515 ,m Interiurzune 12 6 12 6 12 6 12 261Y New Resldenc edge to a olnt at least 24' Inside the - 36 4 5 6 7 s» 511 w7 792 e 9 P 6 6 12 6 12 6 "- Tasker Lane exterior wall line of the bullding, 712. a 12 2 1 1 2 2 121 G m 2,g u. ' 3 3 .a 21.9 a 167 2n 24 6 12 6 f2 6 ?' Greenport NY 20 _ 1 3 4 205 266 334 to Smoke Detectors shall be Installed In the 24 1 4 1i5 320 401 49a ^_.S 3 i 4 5 257 313 Irish 572 following locations, 32 i 5 6 :528 .126 535 654 BOARD SHEATHING orLAPS[DING Drawing Titles I - In each slee In room Jig Me 756 steepIng Addltlonal Notes! Bathrooms - Shall be scolded with 369 Sheathingsi Sod Spacing Mlmmum Number of 9dC mmo¢Nnil^,per Support LI ht, Ventllatlon and Heatin nal .o.r.) New Code Com !lance sdimah,,.mc°ue°M1.n[+la nlout uPham:nm2Hnrummvl and mm re loud Q/3r 1i in ( Details P 2 - In e 1p each separate sleeping 9 9 aggregate glazing area In windows of lAeo'hesanulardnnm6i„af,incl:myuhadiaearnn4anbea,mp%counts.,lanalxrlrminFennlrachWtnarbnd n` z z area in the Immedla'te vlclnity of the x'i1n Tn1tle31 erne ledF<,Irap wrl oma m9°pie nnainp rrnnl a9alre4. 1x6 ar lxR Sheothin 12-24 2 2 bedrooms, All habltable rooms shall be provided not less than 3 square feet ( Wbnnawll tleiu..ediinlleunfandgcuop,aM1enuenberuflosmn,rcc I.oll.an acoon tm ro,.11.atoFen Schedules 3 - ❑n each additional story of the with aggregate lazln area of not o enln ) unless artlflcal Light and a "'°' °'°°n" b°'°'ad^° ^°"�"'r rill orlarger Sheathing z-z4 3 3 3 3 P 9 9 Tobugadmnme,innmgcui:eeeenb:e<6aa nil drruna..... ,ft!d, nndrlgexlm ps,m°hryW r< ® construction , arin 9 9 mbnlnrtN nduenby lie quvrnprmle mullirlmr bel°,v.11the number ofnnilx In cad,cna oreadi Jle nm cued%2,s Less than 8% of the floor area of mechanical ventllatlon system of minimum F Pe" nrr'a dwelling. "iota^'«tx:nq°need F - Nails acing a panel ad es (in.) ® permit such rooms. The minimum o enable 50 cfm for Intermittent ventllatlon Or bP!mea lmgll,m,mrc menu mcumm�menn m°(LeiFbl ilii Rcb F^InmmemnfhclehN"rN fmrnrk ,doolule°il P P g P P ,wac.xeml bio Permomdm ne mmdmhm tar n qi. P - Nail spacing nt intermcriiae supports m the panel field(in.) Carbon Monoxide shall be Installed on all area to the outdoors shall be 4% 20 cfm for continuous ventilation Isdo not scale Levels where sleeping quarters are of the floor area being ventilated, provided RId sn.,5p°3naonl 12 6 1A2 14 s g T figured dime shloYsprint,only, use Located and In accordance with Article 10 Parwnusbea inc nx.GO poem hssumess,fltedfmtal emneatrxnment riairem his 6?!0.4tlsa. of the Suffolk County Sanitary Code and See each room In plans for compllance See each room In plans for compllance fifer .6r, 24,9 ,.a,1 JF "hill ned the spacings atitimnesshemhmg6incloso.suit lrmtmgm nb swish G>_OA9. Ford ing members cath 0 415,G<0.49,eriorp sit nga]spacin� dealt be reduced to 6 inches rata (( _ n I ('s ' For ezredor ane!siding alvamrcd box nails shell be e1mi1[ed rata[substituted fur curzunuu nails. Sheet number I-j Iv (� the Carbon Monoxlde Alarm Standards. Re number 3042 I