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31111-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31185 Date: 10/05/05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 840 LITTLE NECK RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 7 Lot 26.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 2, 2005 pursuant to which Building Permit No. 31111-Z dated MAY 5, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION & GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RICHARD & DONNA SMITH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2070377 09/08/05 PLUMBERS CERTIFICATION DATED N/A Autho ized Signature Rev. 1/81 Form No.6 JQ I TOWN OF SOUTHOLD BUILDING DEPARTME c rb TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCURANCY l his application must be tilled in by typewriter or ink and submitted to the Bui ld\AgZepartment with the Colhm ing: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. _. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3 Approal 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°., lead Commercial building, industrial building, multiple residences and similar buildings and installations, a certiticare 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: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic teatures. A properly completed application and consent to inspect signed by the applicant. If a Certificate of OCCupanC� is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, .Additions to dwelling $25.00, Alterations to dwelling S25.0o, Swimming pool $25.00, Accessory building $25.00, .Additions to accessory building $25.00, Businesses S5U 00. '_. Certificate of Occupancv on Pre-existing Building - $100.00 3. CoP) of Certificate of Occupancy- $.25 q. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $I5.00, Commercial $15.00 Date. 9/7/05 addition New Construction: 3CKXXX Old or Pre-existing Building: (check one) Location of Property: 840 Little Neck Rd. , Cutchouge House No. Street Hamlet 0%%ner or Owners of Property: Richard & Donna Smith Suffolk County Tax Map No 1000, Section 97 Block 7 Lot 26.6 SubdMsion Little Neck Properties Filed Map. 6048 Lot: 6 Permit No 31111—Z Date of Permit. 5-5-05 Applicant: InlAnd Homes Inc. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: � (check Pee Submitted: S zX10D A plicant Signature - 6549 Ccs 3r►85 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. 31111 Z Date MAY 5, 2005 Permission is hereby granted to : R & D SMITH 840 LITTLE NECK ROAD CUTCHOGUE,NY 11935 for ALTERATION & GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 840 LITTLE NECK RD CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0007 Lot No. 026 . 006 pursuant to application dated MAY 2 , 2005 and approved by the Building Inspector to expire on NOVEMBER 5, 2006 . Fee $ 161 .40 Authorized Signature ORIGINAL Rev. 5/8/02 O rJ@nc.rrrrJLrL3rQQPLJ rJ�rJ�rJ�rJ�rJr�n crc� rr� rJr� co 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY rj 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT �5 Upon the application of upon premises owned by .7C 5 JIM SAGE ELEC. INC. RICHARD SMITH 5 S P.O. BOX 38 840 LITTLE NECK R GREE PORT, NY 11944-0038, CUTCHOGUE, NY935 C� C5 Located at 840 LITTLE NECK RD CUTCHOGUE, NY 11935 CCC5 Application Number: 2070377 Certificate Number: 2070377 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: CBasement,First Floor,garage addition,Attached Garage,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 7 8th September,2005. 5 ,5 Name OTY Rate Rating Circuit Type 5 Wiring and Devices 5 5 Outlet 15 0 Fixture 5 �j Fixture 15 0 Incandescent 5 CS, Outlet 14 0 General Purpose S 5 5 Receptacle 9 0 General Purpose 5 Switch 7 0 General Purpose 5 Receptacle 1 0 GFCI 5 Service 5 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb 5 Meters: l l 5 5 5 5 5 5 sea/ 5 5 I or I 5 �c This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5I 5 ❑e e O rJ�rJ'arJ�rJ�rJ�rJ�r�r1rJ-rJ�rtr.PrJ�rJ�rlarrl�PrJ�rJ�rr�rJ@.PcPr1'rJ'arJ��PrJ�r�cPcPrJ�rJ�c.PcPrJ�rJ�rJ�rJ�rJ�r�rJrJ'arJ�r�r1�PcPcPrJ�rJ'acPcPcPrJ�cPrJ��PrJ�rlarlurJ��P o 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE Ci NEW YORK BOARD OF FIRE UNDERWRITERS r;ll 5 3 z BUREAU OF ELECTRICITY hI 40 FULTON STREET — NEW YORK, NY 10038 tL 55 CERTIFIES THAT C 5 LI 5 Upon the application df upon prem ses owned Gy CI � L C JIM SAGE ELEC. INC. RICHARD SMITH C P.O BOX 38 840 LITTLE NECK RD GREENPORT, NY 11944-0038, CUTCHOGUE, NY 11935 r� Located at 840 LITTLE NECK RD CUTCHOGUE, NY 11935 C � r' 5 L 5 Application Number: 2070377 Certificate Number: 2070377 e' 5 Section Blocl': Lot: Building Permit: BDC: ns11 5 55 Descrbed as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system cori a ct ig E electrical devices and wiring, described below, located /on the premises at: 5 5 lia,ement. First Floor, garage addition, Attached Garage, Outside, 5 5 r- 5 A ; sual inspection of the premises electrical system, limited to electrical devices and wiring tc the extent J-ta led C 5 herein was conducted in accordance with the requirements of the applicable code and or ;r3rcan7 C' 5 promulgated by the State of New York, Department of State Code Enforcement and Adm n strat on cr carer J 5 authority having jurisdiction, and found to be in compliance therewith on the 8th Day of Sepiembzr. _uu 5 \,nm QTY Rate Rating Circuit Two C \\'icing and Devices 5 Outlet 15 0 Fixture 5 5 Fixture 0 Incandescent 5 Outlet 14 0 General Put-pose c� Recept,cb: 9 0 General Purpose 5 0 General Purpose 5 Recaptucle 1 0 GFCI C- 5 Service 5 I Phan: _'d' Service Rating 200 Amperes -� 5 San r: Disconnect 1 200 cb 5 ylcters I t 5 � ru 5 1CJ : c seat 5 � . 5 1 of I y 5 r 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5� D rJ"a�n�l-arJ'r-n r1ePrJ'arJ"r-tenr�rJ'rJ�ur�rJ�rJ�u�rnr�ePrJ'a rrr�enePu-rJePrJ'arJ'arJ�eP�nrJ�eP�n�n�nrPePePeP�nePrJ�rnrJ�rJ"rsr�i:.rarJ�rJ"dePr1'ei;PrJ"o a FIELD IASPECTION REPORT DATE COMMENTS ' ,1 V' FOUNDATION(1ST) „3 ae ------------------------------------ FOUNDATION(2ND) *m z .F d H ROUGH FRAMING& PLUMBING (y INSULATION PER N.Y. j STATE ENERGY CODE jfl- s o 0 FINAL ry ADDITIONAL COMMENTS 3 0 74 t m A d i b � y r ° z z v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUI ING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 31)11 Check Septic Form N.Y.S.D.E.C. ,/ Trustees Examined_,20_j Contact: Approved 20 Mail to: Disapproved aic Phone: Expiration��,20 Off. uilding Inspector ;APPLICATION FOR BUILDING PERMIT y j, c F� Date 20 dS' p1f Q5 ~' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) o . %4 117 n r>✓e� NY ailing address of applicant) )d 4146A f' State whether applicant its owner, lessee,, agent, architect, engineer, general contractor, electrician, plumber or builder —Asi�s.R�A-+ Name of owner of premises +"4 (As on the tax roll or latest deed) If applicant a torpor ion, signature of duly authorized officer (Name and title of c4porate officer) Builders License No. J 9 73 Plumbers License No. Electricians License No. JC— Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet aqt County Tax MaA No. 1000 Section q ] Block Lot al G Subdivision Filed Map No. ea 0 tj Lot (Name) 2. State existing use and occupancy of premises and intended use anoccupancy of proposed construction: a. Existing use and occupancy / 7� mann _Q, b. Intended use and occupancy i> 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /� 80&a Zs 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 -'5-� Rear Depth e1 Height / I' Number of Stories / Dimensions of same structure with alterations or additions: Front 7 8 Rear 7 Depth Z G Height ) g Number of Stories J 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front / y Rear 7 J b Depth a 6 10. Date of Purchase Name o`_ °ormer Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES`NO 13. Will lot be re-graded? YES_NO !/Will excess fill be removed from premises? YES_NO d 14. Names of Owner of premises 4irY 't+ Address ;RavY+4 am mane No. 73 Name of Architect AMM2.&6 . AddressP� I[ j) 7 Phone No AL 98:5 G 9 6 Name of Contractor !s Address go if. Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOy • 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 OF5d L yoceft r' 1� (--1-7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ( `haN (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this y f 2000 3 1h 1011 A tlze-� otary molre - Signature of Applicant VIILLIAM D. MOORE Notary Public,State of New York No.4832728 Qualified in Suffolk County Commission Expires January 31,+9W TOWN OF SOUTHOLD PROPERTY RECORD CARD 6, 6 OWNER STREET le 170VILLAGE DIST. SUB. LOT6 i !.. 6 9npt (' ISM, �u %chono /� Ge _�d FORMER OWNERN E ACR. An ersen .y e /e Jarzabkow-.*I, S W TYPE OF BUILDING ZES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Soo ✓� /Ae V /2 y3 �oLD �1, Sao, 7. F. iPgr f/ivo. TW. M. k✓ear- w aoo. /aoo. is/ 7 'F/i6 si' /d7f C°r=iff., ene A*o /q du/iii �� 4 .�Gac6.O (D4 fe 0 06 �EIG 1f 9/j0 �/ ln°en�ar /ale✓ 4%500 /)ee•ic j >✓ al a / SSoa 1"-IILF /ss�i�lt j3 SoA%?l/// . f �/ �i' 91 v6 e � � arza °ks hy 0o 2,900 3Zj Igg 7 !88c- BP 15Ucf8 > do vavokite ccu i ���. q -LI vi A er/nen - IFS ad R 9 q'7-LI $S�io�gl - j4r�(��.�en "�'o Smti-�► � vvE.- 1�F3�oDc� 'illable FRONTAGE ON WATER ✓oodland FRONTAGE ON ROAD i y 1eadowiand DEPTH louse Plot BULKHEAD otal elf mss- Aho pyo v*Ar 19 WS a riiW X06£ Doss / n /Ylol l 05 lo40l Aowanua Jauliod •e •p _ a 13 'Nld 100Ij Puz Swoo-d woob uolaoWoab 040d ag J00134sl SW0021 ;ooaadA.L / e4� �,� :fit °' �%A/ a6oJog '21(3 ;oaH 9001d aalj ADMOzaaJg `0 ?/ S yslul-jjoua4ul S '/y' sHoM '4x3 , 7/ ) ° P '• .N A,; 27 sJoold /( '7 yuawasog y3Jod aylauid �i� y{ag uol;opunoj uolsua;x3 uolsua4x3 . t uolsua4X3 I eA- ri �� y/q weal >/jj do-loo Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSotware Version 3.6 Release la Data filename: Untitled.rck PROJECT TITLE: Smith COUNTY: Suffilk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or t Family HEATING TYPE: Non-Electric EOf NEW y WINDOW /WALL RATIO: 0.04 db 5.D Ep OtL DATE: 04/28/05 DATE OF PLANS: 4/18/05 to PROJECT DESCRIPTION: Addition COMPLIANCE: Passes Maximum UA= 76 Your Home UA= 64 15.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Pula R-Value B1Slue dlEaI UA Ceiling 1: Flat Ceiling or Scissor Truss 247 30.0 0.0 9 Wall 1: Wood Frame, 16" o.c. 528 13.0 0.0 40 Window 1: Wood Frame:Double Pane with Low-E 23 0.350 8 Door 1: Solid 20 0.350 7 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 Prokssional has stamped and signed this page, they are attesting that to the best of his/her knowledge, beliet; and prokssional judgment, such plans or specifications are in compliance with this Code. Btulder/Designer--13 V �.�1Z 5"_, Dat —5 RFScheck Inspection Checklist New York State ]Energy Conservation Construction Code REScheckSofware Version 3.6 Release Is DATE: 04/28/05 PROJECT TITLE: Smith Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor. 0.350 For windows without labeled U-fwtors, describe Eatures: # Panes_Frame Type Thermal Break? [ ]Yes [ ] No Comments: I I Doors: [ ] I 1. Door 1: Solid, U-factor. 0.350 Comments: I Air Leakage: [ J I 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 warm-in-winter side ofalI non-vatted famed ceilings, walls, and floors. I I Materials Identification: [ ) I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ J I Materials and equipment must be identified so that compliance can be determined. [ j I Manufacturer manuals fir all installed heating and cooling equipment and service water hearing I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Dud Insulation: [ ) Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ J I Return duds in unconditior#attics or outside the building must be insul�go to R-4. ( ] I Supply duds in unconditiope�spaces must be insulated to R-8. [ ] I Return duds in unconditioned spaces (except basements)must be insulated to R- [ ] I Return duds in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return duds in basements. I Dud Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), I mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable ofautomatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction I provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. I I Service Water Heating: [ ) Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral beat trap or is pan ofa circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table t. I i Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying #Hlds abpya 'pS OF of c tilled fpids below 55 °F must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Bot Water Pipes. Insulation Thickness in Inches by Pipe Sias Heated Water Non- i it ine R,no is Corculging Mains and R,no rtc Temperature(Fl Uo to V Uo to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 LO 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 1: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sias Piping, System Tvoes Ranee(Fl 2" Reno tr_c 1" and Less 1.25' to 2" 2.5„ to 4„ Heating Systems Low Ptessure/Tempendure 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(br feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 LO and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: k DATE INSPECTOR O�,�OF SOUTy� 31111 Nl,-rco u TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY/�[ ] FIRE SAFETY INSPECTION REMARKS: 2 -C g22" �— DATE o �3� °� INSPECTOR JAMES J. DEERKOSKL P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-5506 To: Town of Southold Re: Framing/Strapping Inspection Smith 840 Little Neck Rd. Cutchouge, NY 11935 Permit#31111 To whom it May Concern: A Framing Strapping inspection was performedadon the above mentioned property, and all framing and Strapping was installed as per plan and meets all state and local codes. Any questions feel free to call. "OF ntEW O C3 ,DEF r C) my ' 7cerely . 07 9�fFf SS James J. koski L-' JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Smith 840 Little Neck Rd. Cutchouge,NY 11935 Permit#31111 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. t� "He Y �P S.D Si cerely U1 r— w C) ry c� z J rkoski � OFE NP 2 4 206 QLD -- 0 LO Young & Young, Land Surveyors ao 400 Ostrander Avenue, Riverhead, New York 11901 EASE, g o DUtt 516-727-2303 »W'eo Alden W. Young, P.E & L.S. (1908-1994) 88 ')�DttttIJ Howard W. Young, Land Sumeyor Thomas C. Wolpert, Professional Engineer Kenneth F. A6ruzzo, Land Surveyor 0 planing John Schnurr, Land Surveyor [nginreru,q d�b� .0 $nnnling �_ 1 m eesy 28r0()0 to ad 23' t `i• Qg l� N �5'S3 g F`F€ ° W ` °3 S o / sAtt-n 51. NOT. ES:4040 3 ■ = MONUMENT FOUND j A2° �pm U"y 2. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF &W� SUFFOLK COUNTY ON NOV. 30, 1973 AS FILE NO. 6048. �.ek SURVEY FOR: 9 .6 o s'23 W RICHARD B. SMITH & DONNA M. SMITH �'W U11 „ n V. o S�gS LOT NO. 6, LITTLE NECK PROPERTIES net` °t At: EAST CUTCHOGUE Town of: SOUTHOLD ° o Suffolk County, New York `j- W a O og� \ xBm$ \ i'o Suff. Co. Tax Map: 1000 97 7 26.6 \ '�Q ,� District Section Block LotY3 � CERTIFIED TO: i, e oo�` RICHARD B. SMITH $ � M v DONNA M. SMITH BRIDGEHAMPTON NATIONAL BANK ° COMMONWEALTH LAND TITLE INSURANCE COMPANY ; (L-237704) �e.a DATE :SEPT. 23, 1997 X 5 W SCALE :1"=50' em" JOB NO. :97-0633 :aye OO SHEET OF 1 970633 DWG” I I . . .� I, ill I I I � "I I, -. � I - -11 �li I ,.I , , � I I -�i �,. 7��i - ,"I7 -t-2 i�71�,,-li- "'f �,��'���v�7�� , � - , -1,I .. i�� .� , ,� i - 1 -, 11 : , � , ,-- "" t......r.7, , lil , -7 � 1. t � , l 1.",-1,1 , "t�j-A�,�,,��,',�-, , ,7 i , � "���, 'I'll - ",� , ,, , 7� 7 !,,'. , �i lit"'ll, �.-I 10 ,�, ,,��,� ' ",�I , " I .- I i� , , i�, i o', � ,�, .� -t .i7, , , , I -1 It I 1 , 'I, , ,,, , , ,� 1�i,�, li , . t� , , " � �v`, - , " " , , -i i ,�, , -',�_ "I � �'e'r i',',�9 , 1.I.. , _ , i'l I "I . , I I i 11 . % A� � I i � I , . , , , . 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".; I, ��_ L ,6 1 4, 1 11 r it i Lr6i�" r' L 6 L',I I I I ' L", T i - , i �.,I ,. � I . � , , , �' . , I , , j,1 ,6 1 � Ir I L , � ,�" 6......�" -I . , , � i� 11 _ I , I L�� ' T '6 - � ��:,i � � . , � I itF, � - ,-r 'i ' I. � ,'' ' ��'�li ' I � k i���r,,'r,' 6 ,, L j 11,� 6 i I;L it � ,"� � . 6 r : ': � , ", ,1":L",�� ; , , t,,, ,, r,6 ', - %a, r�-,[, 6 ` , i 3R a ; I ; I Q 1 I5TING NEW i lo � ' i1 f—^— 10'-2" 8' •� 10'4 O" - -, , D E%15TING 5TAIRGA5E I W o Y) a o q �Lz PROVIDE U5P JU5 2 10 2"%5- FJ @ 1 G-OC, PROVIDE U5P JU5 21 B 8' POURED OR BLG7CONNECTORS0—ACIr( DNGIIynLL -'"- W r TO ALL FJ CONNECTORS TO ALL FJ �1'�" POURED CG r [O EX15TING 6 CONIC WALL 4" POURED CONIC. FL.. ON 6%6G10/10 ffN W.W ME FILL W1REINF to \UNHEATED UNFIN15HED 2'%B' FJ ® 1 G-OC, POOfg66R'B1OCRED-00NC WALL -- REPAIR 8'CONIC. WALL A5 NEEDED DUE TO DAMAGE 1'-4-POURED LONG FOOTING Q CAU5ED 13Y REMOVING GARAGE DOOR 2'-G' 9' 5'-G' - I a d' Q 24' ul0 A � x FOUNDATION PLAN NL cA, � `Q�FEIsm - - n L f 'a '1 E%15TING NEW - � � ..•�� �� •• I ' ��1lwllolt�+ ' f� I I IS'-B I/2" 14'-3 1/2' 0210 W 3060 0""eD 2432 ion 4�,1° CO E 5' FROM PARTY WAILL D W/ w 5ticu ROCK AND 5' IN ON GFUNG 00 half wall Lo 00 m (L z B B W Ia� � r R-13 _ �0 INBWV+TION N 4"5TUD WALL N yds V i 2' N co O 23'_6. — 2 HEATED UNHEATFD b FINI5HED UNFINI5HED a O p P VIPE 5/8PIRE"RATED an - 2 5H EET ROCK ON FART(WALL a 4-4 LU rU F 5' PROM KTY WAILL z ' / �"SHEET ROCK AND 15' W 2892 2 2 N EIUNG � 068 10080 - Z, ' 24' PLAN - p NEW�•�. '!V P �y. Egko'�.f 111 - - _ AoFESs�o %ALZ': 1/4" .1 '-C)" I i I EX15TING RIDGE q I 10 NG2 k wf I ' I J EXISTING TOP PLATE rw {(L o 2-2" X 8" HEADER OVER �.. - . WINDOW (TYP) LU It c O $ EX15TING 2" X 4" STUD WALL PROVIDE R- 1 3 IN51LILATION `p MATCH EX15TING FL. HTJ PROVIDE USIP JU5 2 10 W/ NEW FL. HT. N E O V 41 II lit 11 11 li I IF 1 11 REPAIR 8" CONC. WALL A5 2" X 8" FJ @ 1 6-'OC NEEDED EXISTING 4" CONC. SLAB y , w EXISTING FOOTING z , PROVIDE USP R5 I G-R 2 1 " Q CONNECTOR O ' Spy; LL 'U, . ECTI © N A- _ r z 5CALE: 3/8" = I, '-b" F" i oeef7,`o,_ r �p O ' .- :'�'.:.. J E �.::... . .. -�ia15lk' ;✓tea L_� v�r4 'L '.r_:.... .- -.�.,w....._ l : 21' X 14" RIDGE 112" CDX PLYWOOD 2" MATCH POOP r8"R 5HINGLE5 TO -'@ 15TING I - % PROVIDE USP KT20 1 CONNECTOR OYP.) 2' X a^ cj 16"oc 2-2" X 4" TOP PLATE � ' 4" STUD WALL Q 1 6"OC MATCH 51DING TO - - - EXI5TING Ira - PROVIDE U5P R5 1 6-G 4" POUREQ CONC: FL. 3W CONNECTOR (TYP.) - �-'- ON GRADE PILL W1 REINF. r- GXG- PROVIQE U5P STB 1,6 -� 10/10 W.W.M ANCHOR BOLT5 (TYP.) (948" OC AND 12" - FROM CORNER5 - - 8" POURED OR 3' MIN FROM GRADE BLOCKED CONC. WALL - � I '-4" X 8" POURER GONG FOOTING f* Q > --'l ! T f hV t � C w d 1 GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES I 1 -1. The information on this set of construction documents Is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"c/o All other framing material NAILING SCHEDULE 1 tent and framing ted ils. They erre Intended as a Construction aid, not a substitute to be M2 douglas fir or better.'fo t Y tie 9e y building practice aneomibleownhidingsNew York 1995E JOINTLDESCRIPTIO Ns CONSTRUCTION MANUAL P current state braiding codes. The general contractor is responsible for providing standard 2 All wend framing in contact with concrete or masonry to be pressure treated ;1995 sec HIGH WIND E o Ino N WOOD F R A M E c' construction details and procedures to ensure a professionallyfinished,structural) NAIL QUALITY NAIL SPACING sound, and weatherproof completed product. 3. Provide double floor joists under all walla parallel to floor joist span direction unless aobF FRAMING otherwise specified. RAFTER TO TOP PLATE - TOE NAILED 10-0# WALLL _�-ad PER RAFTER. Stl PER RAFTER F- 2. 2. General Contractor to coordinate all sub contractors, scheduling of Work,and 10`0- _ - - _ "• �� interaction between trades 4 Provide x-bracing or solid blocking at a maximum of V-0"o/c for all dimensional CEILING JO IS T TO TOP PLATE .,TOE NAILED 8'-0- WALL 3-06 PER JOIST - - 3.The general contractor is responsible for ensulin that 311 Work and Construction CEILING JOIST LAPS GVEREPARTI IONS FACE NAILER as'd Iii a lumberfloorjoisW - WALL 4�Od PER Joist _ A1L93.7 EACH LAP L/ IIU , i Ii led 8U Dor. Glue end BCFaW l decking t0 flD0f lets. BLOC - u _ _ �'A�L'I'-3.T• - EACH LAP - _ - - - Z P 9 F• BIM a - OE NAILED _ �d EACH ENO - - - - 3'2: 1 y3 l= I meets or exceeds eurrentfederal,state,and local codes,Ordinances and regulations, 5, Floor Cwrotnlcdon. /"tongue and groove plywood sublloor. Finished material to be COLLAR TIE TO 'RAFTER �F A C E NAILED fiflb iA �,t i A R E R TIE oto. These sodas ere•tq be dOhsiderod as et'the a g BLOCKING G Tq RAFTER , IZ I part pedfitatlona Mrtfda bglldin applied over bfl p ywood ng k� ytl,, ' •rn� a OARD TD RAFTER !END NAILER 1•�{W EACH ENO .IQ IY and should be adhered to even tt they are invallance with the plan 6 All Window and door headers to be minimum(2)200 unless otherwise specified, IN ALL FRAMING ! 4.Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. TDP PLATE To TOP PLATE FACE NAILED $-1 e q PER F o o T _ ' TOP PLATES AT INTERSECTIONS 'FACE NAILitb 4.156 JOINTS _- EACH S10E STUD TO STUD 'FACE NAILED 2.166 34. OIG 5 The designer has not been engaged for construction supervision and assumes no 7 Provide full solid blocking under all bearing wails. HEADER TO HEADER FACE NAILED lad 16" OIC ALONG EDGES responsibilityfor construction coordinating with these plans,nor responsibility for TOP DR BOTTOM PLATE TO STUD ''END NAILED 3-166 PER 2%4 STUD construction means, methods,techniques,sequences,or procedures,or far safety 8 All beams to have adequate bearing al each end or as specified. - - 3-16d PER 2X6 SrUo precautions and programs In connection with the work. There are no warranties for a BOTTOM PLATE TO FLOOR JOIST. 4.164 PER zxe sruo specific use expressed or implied In the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers BANDJOIST, END JOIST. OR BLOCKING 'FACE NAILED 2-16d PER FOOT 6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.T FLOOR FRAMING , p ype Typical exteriorwalls and roof to be sheathed with l4"exterior grade plywood or JOIST TO SILL, TOP PLATE, OR GIRDER 'TOE NAILED 4-Rd PER JOIST windows. All windows to be Andersen high performance quality or approved equal. 7n6"OSB plywood,group 1,APA rated Plywood to span overall plates and BRIDGING Td io is 1 _ - -',ro E NAILED _ _ z-e e - - EACH END - _ _ -- _ - --_ 1 BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-166 EACH ACH END - headers. BLOCKING TO JOIST ITOE NAILED _ 2-ed _ E " 7. Door and window headers to align unless otherwise noted A c H BLOCK ;UJI g LEDGER STRIP TO (FACE NA LED 3-16d _ EACH J015T 'iUl l affles at e vents en s. TOE NAILED -8d PER JOIST LD ry P P 12 Exteno11. erflashlnlDnbbecorrectivmstelledbataleconnectionsrfle between reof6 Walla BArRG ON TO JOIST BEAM - LEND NAILED - 3,16E PER JOIST - _- 1 1301 e General contractor is to ensure that mason and prefabricated fireplace J construction meets or exceeds all manufacturer's specifications and applicable codes. g to y tw en BAND 'Jg 1s T To SILL O R TOP PLATE TOE N A R E D 2-15 d PER FOOT I =. chimneys, projections,and penetrations as required by approved conviction ROOF SHEATHING 9 General contractor to Consult and Coordinate with the Owner and the plans for all practices. STRUCTURAL PANELS 4' PERIMETER EDGE 70NE - 15" OIC - 6' AT PANEL I � 1 ~ built in items such as bookcases,shelving, pantry,closets,etc EOG ES AND AT INTERIM EDIATE SUPPORTS IN THE built 13 General contractor to provide adequate attic ventilation and roof vents. - Ed PANEL FIELD - INTERIOR ZONE - 16" OIC - 6' AT PANEL EDGES AND 12" 10. Provide hardwared smoke detectors,with battery backup,on aff boom and in each ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD I' bedroom,verify with local Code requirements as per Section R317,New York State 14.Provide appropriate soffit ventilation at overhangs FOR ROOF SHEATHING WITHIN V' IF' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'0' ON EACH SIDE OF THE ROOF PEAK, THE 4'0" Residential Construction Code. Install carbon monoxide deateetore as per coda PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED GENERAL PLUMBING NO_TE_5_ CEILING OHeAT HING ' GENERAL FOUNDATION NOTES 1 Plumbing subeontractorto be responsible for adhering to all applicable code and GYPSUM WALLBOARD _ 6a COOLERS VERGE iTO" FIELD -- - -" safety requirements. WALLSHEATHINGOD 1. General contractor to review plans,elevations,and details to determine Intended STRUCTURAL PA NES ad VEDGE ZONE - 16' OIC - a' ATPANEL EDGED ANO '12" _ tL� P. heights of finished floors above typical rade 2. If Wall plates or are cut duringthe installation of plumbing fixtures Or ATINTERMEOIATE SUPPORTS IN THE PANEL FIELD 0 ED g O tyP g p j p g ed INTERIOR ZONE - 15" OIC - e" AT PANEL EDGES AND 12• Q. equipment provide braCing to be framing back together. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD n 2.All footings to Fast On undisturbed 5011. FIBERBOARD PANELS 70a" 6d 3" EDGE Ie' FIELD LU �t GENERAL HVAC SYSTEM_NOTES '25132• ed 3' EDGE / V FIELD- - W 'sr 3 Provide Wexpansion joint material between all concrete slabs and abutting " GYPSUM wAUBOARD sa COOLERS _ b EDGE 71B• FIELD - 01)btl WEDGE ZONE - 15" OIC - 6" AT PANEL EDGES AND 12" rD concrete or masonry walls Oecumng in exterior or unheated interior areas 1.Mechanical subcontractor is responsible for adhering to all applicable Codes and HARDBOARD _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior slabs to be laced on 6 rill.stabilizedpolyethylene ve or barder. g 2. HVAC subcontractor to fully coordinate all system data and requirements with the T, - 3 � - CLIMATIC AND GEOGRAPHIC safety requirements. - 4 Concrete on 4"sand or ravel fill minimum,With 6x6-10110 Wire mesh reinforcing. �-' p p y y q DESIGN CRITERIA O o equipment supplier. WEATHERING SEVERE 5. Provide crawl spaop ventilation per local soda requirements. Il'X'T61R.cIICN'MM11oL FROST LINE DEPTH 3'-0" 2 I- 3.NEW Ow ODE provide finale stem layout drawing and submit it to general " - "" between all woad surfaces that are exposed to concrete or masonry surfaces. -- - - �� �� ITE MODERATE HEAVY Y Y RPF IB_- P-- pN'.P1B'OC 4 - 6 General contractor fo install cop•r-tax(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. �� DECAY SLIGHT TO MODERATE "2 � T'I0 1 WI R DESIGN TEMP 11 7 Dampproof exterior of foundation with a bituminous coating as per Cade and sod -- - --- t4 Z 24 34 ICE SHIELD UNDER- AS PER MANUFACTURER'S conditions. GENERAL WIND PROTECTION OONNECTION NOTES I a12 a 11 1 LAYMENT REQUIRED SPECIFICATIONS I STATE CODE Adapted from Standerd for Hurricane Resistant Residential Construction;6STD 10-99 4:1 11 FLOOD HAZARDS and 1995 SBC High Wind Edition Wood Frame Construction R1 5 GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 71 1- Dimensions shall take precedent over scale drawings(do not scale drawings) 1.A continuous load path between footings,foundations walls,floors,studs and roof & S SOUTHOLD BUILDING DEPARTMENT CRITERIA framing shall be provided. 1212 3 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y,S. 2 All interior walls to be covered with W'gypsum board with metal comer reinforcing. USE DWELLING UNIT-SECTION 310-310.2 Tape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not Included in the TABLE 3.41 - 2 HEIGHT TOTAL11T-1" Standard Building Code,Table 23061 shall be installed in accordance with ;3995 SDC HIGH w IND EDITID�N W o00 FIRE AREA(sf) GAM624 SQ FT a I Walls common to garage and house to have a layer of 518",fire rated gypsum board manufacturers recommendations. 'FRAME CONSTRUCTION MANUAL_ 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber RAFTER SPACING 16' 0/C LU - 4 DESIGN CRITERIA PRESCRIPTNE DESIGN• 1995 HIGH WIND EDITION WFCM f"'t Z requires 2layers of 5/8 fire rated gypsum board. 3.Metal plates, connectors,screws, bolts,and nails exposed directly M the weather or 120 mph FASTEST W INDSPL EO 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS ���11 W subject to Bait corrosion In costal areas, shall be stainless steel or hot dipped U 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. ROOF ROOF NUMBER 6 DESIGN LOAD CALCULATIONS SEE PG 4& 5 resistant gypsum board,or well tile set on wonderboard or equal. PITCH SPAN (ft) OF NAILS 7 WINDOW AND DOOR SCHEDULE SEE PG 7 Z 4.Where windows and doors interrupt wood structural panel sheathing and siding, 4;12 12 3 81 LOAD PATH SEE PG 4& 5 rr DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom Of cripple 1 s - 4 9 NAILING SCHEDULE SEE PG 6 O -- studs,header studs,and at least one stud at each aide of opening. __ 20 6O 10 EGRESS SEE PG 7 J MINIMUM UNIFORMLY LSr pISTRIBU TED LIVE LO AOS Ibat _ - - - Z4 6 t'y, LL EXTERIOR BALCONIES 60 S. Ridge straps shall be attached to each pair of opposing rafters except where collar _ _ 2A _ 7 11 PLUMBING RISER DIAGRAM WA 1� T 0 DECKS 40 ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair I _ _. - .. s22 _ 6 12 FIRE PROTECTION WA 2 ATTICS WITHOUT STORAGE 30 of rafters. i 36 - 13 TRUSS DESIGN DRAWINGS WA ^ Q ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter bearing. ! 6'tx - s - n 14 ENERGY CALCULATIONS SEE ATTACHED LU ROOMS OTHER THAN SLEEPING ROOMS 40 - 20 4A 1 Q SLEEPING ROOMS 30 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 24 5 V/ 0 corners - 26 - 6 CRIT RIA FOR CALCULATION OF DEAD LOAD _ _ _ 32 _ _ 7 A CTU A L W E-119-HTS O F MATERIALS E R E .I.A. 8, $ill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 36 7 A R C H I TECTURALGRAPHIC STANDARDS With anchor bolts having a min. bolt diameter of 518"and 3"x 3nx 1/8"washers. A 6:12 12 3 minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 16 _ 3 a-i IVw;n.' SNOW each plate. Anchor bolts shall have a minimum embedment of 7 Inches in concrom/ 20 4- GROUND 5NOW LOAD 45 Ib s. masonry foundaeons. Anchor bolts shall be located within 12 Inches of comers and at - z55 T C, J r S E 1 MIC spacing not exceeding 4 feet on center. 32 - 6 war f r1 �fr DESIGNCAT GORY B 36 7 ' 7.12-12 t2 t2 _ _ 2 .....................' THESE NOTES ARE GENERAL CONSTRUCtTON NOTES, THEYARE NOT - -- to - „- ,_ Af u+ WIND - SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS __ 2G 4 JOIND SPEED 12 m h 24 - a (I' >j., W EXPOSURE CATEGORY 6 GENERAL GUIDELINESONLYAND SHOULD BE DISCUSSED WITH YOURNO 072 0 GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS - 32 F I N rD 1; 1 , --- — -- -------------- � I RIDGE UI 'I ; I RAFTER - --_ _O USP RS26D AT 21 -- A A 'i RAFTER/RIDGE/RAFTER wren GT= RAFTER KING STUDS ' 7 RIDGE . ____ - _ ___ RAFTER-_ - ._. - -E) _ __ _ _ -- STUD - - n I� i I ALL! USP RT16 OR(2)RT7 i�l 9 RAFTER - -eJ II HEADER TOP PLATE � �-� TOP PLATE __— -"L • ' � USP R5250 AT 21 --- USP RT3 -- USP RT20-- - -- - -- USP RS250 AT 18' USP LS OR TMU IES --- Q� USPRS250AT12" - - lt~2 WALL STUD - - - - - (i WALL STUD � CONNECTION UEP PROpUCT NUM I(n� JACK STUDS - O A RAFTEwRBTGE/RAFIER WRH CT' R5250 21" R.AFTEIREIGE/RAFTER WITHOUT CT RS26021'+LSSH179 R RAFTERIPLATE/STUD RT20 RAFTERIPLATE RT16 or(2)AW PLATTJSTUD RS250 16' A1_',RAFTER/RIDOEJRA_FTERwoc B RAFTER/PLATE/STUD B- -•iRA-FTERIPLATE PLATE/STUD C HE ADERlSTUD HEADER/JACK C HEADER/STUD RT3 - -- HEADERIJACK STUD RS2W 12' D FLOOR TO FLOOR KLFTA or RS250 36" I j E STUD/PLATE/SILL R$260 36" LL O STUDIPIATE R$26016' LU W d PLATE/SILL MPEF LU F ANCHOR BOLTS ST016 m M G POST ANCHOR FOR DECKS PAU SERIES `— ID POST ANCHOR FOR COVERED PORCHES CBESERIES Q I k O • 1%60R 2YA-1B"DID COLLAR TIES MIN Q z P r Z V' uG M POST USP CBE P.C,FOOTING t• 2ND.FLOOR WALL STUD - 2NO.FLOOR WALL STUD - - t i IST FLOOR WALL STUD - CJ 1ST.FLOOR WALL STUD -- .l t , 2ND.FLOOR PLATE - *- 2ND.FLOOR PLATE " - G POST ANCHOR FOR COVERED PORCHES ��"I cr co SUBFLOOR '--- -- - _ SUBFLOOR --- 15T.FLOOR PLATE --- -- IST FLOOR PLATE- - I � RIM BOARD - RIM BOARD - - SUBFLOOR - - -- SUBFLOOR - --- -- USP KLFTA --- - -- USP RS250 AT 36" - - i U USP RS250 AT36" -- USP RS250 AT 16' - - 1ST,FLOOR TOP PLATES . --- iST FLOOR TOPPLATES - -- . - RIM BOARD --- -- RIM BOARD --- - -- - DOUBLE SILL PLATE - DOUBLE SILL PLATE - . - -, POST USP MP6F — ----- - ---- iSTFLOORWALLSTUD--- IST FLOOR WALL STUD - -- (; FOUNDATION WALL --G FOUNDATION WALL - ---Sr 0 USP PAU - p LL z PC FOOTING - ---iJ V' Q Z D ,FLOORTOFLOOR D FLOORTOFLOOR E ,STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POSTANCHORSFO DE X53.013- �9 yr r + W mLL f O CID I- STRUCTURAL WOOD PANELS FOR,WIND-BORNE DEBRIS PROTECTION F.� WINDOW AN6 DOOR SICHEDULE _ _ FOR WALLOPENING MOTEOTION ROOFOFIXIMPH 39EOON0R1N0 GD@f@ 1 (MANIMUMMEAN ROOF MIGHT 36'1 h O MULTIPLE SECTION ASSEMBLY: 1/4" P0 I MODEL NO WINDOW fYPE THICK BOLTS@VOCRAIINC IK A 2642 DBL HUNG 4.8 8,88 40 FOUR 25.9 -28.1 DP 503'-2" X4'-8" ' 14 / B 2432 DBL. HUNG 3.08 5.42 10 FOUR 25.9 -28.7 DP 50 2'-10" X 3'-8" ti I I > C 20210 DBL. HUNG 2.29 396 10 FOUR 25.9 -28.1 DP50 2'-6" X8'-4" lO, i. 'I - --------------------------- I , iil ��• ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUALCALCULAT[ i ^ I COEFFICIENT S O WITH FOR INDBASED EXPOSURE 0 mph BASC W ND SPEEDDP UPGRADE KIT S PER E 'MEETS NY S . zi III M1 \ \ 01 2 (2) NEW YORK STATE BUILDING CODE - [CUSTOM GRIBLILES SPACE. ELEVATIONS REQUIREMENTS i0l III \\ \ (TABLE R 3 - - -- - __I ._._ .. _._ 1__. . _.. ., , ^ EGRESS VAT( . ._. ..._ . _ _ . I .___ _. _ __. _, __ _ P, iIQY \ ,V41TH MAXIMUM OF 8'-D" SPAN FASTENERS FOR SPANS UP TO 6'-0 SHALL BE 2 1/2 -1F 8 WOOD SCR EWSOAR 16RUGCC FASTENERSS - -.I - - _ ITH RE_MOVEABL, _ - - LU FOR SPANSUPTO 6'0SHALL WINDOWS DOORS SHALL BE PRIOTECTED W _ _ _ _ __ - _ I I (] WALL OP #8 AT 12" OIC TABLE 301.21.2 - - - - - ( I I � DUNE WINDOWS MUST USE. I I -1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1(2" X 3/4" DP UPGRADE SILL STOP. SILL STOPS TOTAL A 1-1/4" .HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH OP UPGRADE SILL STOP KIT ) !- 00 \ \\x Z ti \ w d SHUTTER ASSEMBLY C7 w N.T.S. FOR PANEL SPANS:0<4'-0"WIDE SPAN Q Z 0 TABLE 1609.1.4 O 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") ofrz Z y USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. LABEL ACCORDING TO LOCATION. 0 ASSEMBLY ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.0 OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING #10 TEE NUTS ATTACHED TO BLDG w/#10x 1 vs'(W/WASHERS)MACHINE BOLT @ 12"O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY TOf n ' W FOR FOR PANEL SPANS:4'-0"OR WIDER SPAN hZ- SPECIFICATIONS AND ASSEMBLY IDENTICAL TO <4'-O"SPAN. 0 NOTE ADDITIONS: 219 2x4 STRONG-BACKS @ 24"OC OW ASSEMBLY: i). PREASSEMBLE PLYWOOD TO 2x4'6:# IOxW(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12"O C I�1 p ALTERNATIVE FOR OPENING PROTECTION w WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF SO" E�N�wr � Q SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS DEF D9 S SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ltk RSO (REFER TO SECTION 9609.1,4 AND 10098.5 AND TABLE 16091 4) TABLE 1609.1.4 w WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Z 2 FASTENER SPACING INCHES rp HQ• 0 PANEL SPAN .2' 2'A"a PANEL PA"� PANEL 6'-O" PANEL '4O FASTENER TYPE 0" SPAN . 4'-0" SPAN .S'-0" SPAN <@•-p" fE667 2112" *$WOOD SCREWS 1$ ID 12 9 tlD 2112- *6 WOOD SCREWS 1$ 16 Is 12 . , LL O A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST)OF 130 MPH AND MEAN ROOF L. HEIGHT OF 33'-0"OR LESS B- FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C- WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W ITHORAWL ' CAPACITY OF 490 LBS GUILD ApplicanU `� Date. . Owners Nwiw, Reviewed: Architect/ QflZC Cngiueer:. SCTM #: / District: 1.000 Sec(ion: fflock: Project ubdivision Location. Single 8-1separateRequired Celltfication: (Yes f No) Req. �d !_on(ngt)(Slrtcl:_ Ilolslzc: lJ✓ Acluaf: / I (Lotcovcragc Req. /",d / Req. J .-/ Rcq. (Ftonl Yard Propoicd: (Side Yard Proposed: I (Rear Yard Proposed•' Project Description- -7 �GE�.C.�+.��1✓ TS e i f REQUXRItD FOR REWEMN.A. NO YES Nlmbtr Suffolk County Health•Dept. Now York State. D. R C. Town Trustees - Town Zoaing Board approval: Town Planning Board approval: �. Flood(lane Elevation??? Flood Zone: Notes: