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HomeMy WebLinkAbout29677-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31029 Date: 07/07/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 375 GOOSE CREEK LA EXT SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 8 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 26, 2003 pursuant to which Building Permit No. 29677-Z dated AUGUST 26, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING (SECOND STORY ABOVE GARAGE) AS APPLIED FOR. The certificate is issued to JOSEPH & JULIA VIDULICH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 04-5363 11/10/04 PLUMBERS CERTIFICATION DATED 06/18/0 THOMAS W. BLACHANOSKI hored•GSlf ' zgnature Rev. 1/81 Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT f 'L ' JUL - T 2Z TORN HALL j La i 765-1802 _ T� APPLICATION FOR CERTIFICATE OF OCCUPANCY �` =_j This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2,10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planting Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling$25.00,.Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupaney- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date.New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 375 (?ooSL' Creek Cane, SovmotZ., _NY. //f7/ House No. Street Hamlet Owner or Owners of Property: JOSGPN and JULIA MULICU Suffolk County fax Map No 1000, Section 7 g Block— g Lot ac) Subdivision - Filed Map. Lot: Q7 Permit No. I�D [7 -z Date of Permit. _Applicant: _ Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ aS.W _ 6 1 6r6�r-I licant Signature co t7 3 ► oa? ;q S�77 m >Rlco,�,1112�� 77, q• Electrical Inspectors, Inc. Cernficate Arumber 04-5363 308 East Meadow Avenue MuniciPality, SouthadjownOf XX-1 East Meadow,NY 11554 Office:(516)794-0400(631)396-7474 J-Pecf0- 124 f- I'm(5 16)794-5854 Inue Date: 11/10/2004 Welisite:wwim.clectricalimptictors.com Emil;info@01ocirkalinspectors.com Mail To: Property Address: .< M.Gaudio Electric Matteo,Gaudio Vidulich pr 67 Hitching Post Lane 829 North Bayview Glen Covc�NY It 542 Southold,NY 1 11 cn, A C/ N K., ELECTRICAL APPROVAL EERTIFICA %1 Pennit#: Applimtion#: Section! Block; Lot: AREAS LISTED BELOW ARE APPR Y INSPECTION AND FOUND TO BE IN CONFLL4NCE Vm TIONAL ELECTRIC CODE Lgt No visual defects wen:found far the electrical inspection pro unsatisfactory conditions were found in the areas herein below only. "J Residential Inspection Second r foor-,Hathrom.Reception A rea, Office. Walk-in Closej 2 Car Attached Garage CWling-RenovationA Ff only 90Amp Single Phase Sub Powh2OCUsI17 0 17-Receptachm. 14.Switches,, 12-Recess 8- c ewntFixturm,3-Scon�.3-GFIRempl�ies.2-Sinake Detecron,3�Single Receptacles, Ip Rough 07120104 Final I f10&V4 i J31 Z, 4 _Not valid unless signed by an 10yzed Ell Agent Philip F.GDebring chard M.Bivom Rt President Chief Electrical Inspector M q�►FPOLK Town Hall,53095 Main Road Fax(631)765-9.592 P.O. Box 1179 f-� - - -TWcphone (G3)765.1817; W Southold,New York 17.971-0959 I r r BUILDING DEPARTMENT L TOWN OF SOUTHOLD CERTIFICATI01 Date: Building Permit No. 112 i Owner: f (Please print) Plumber: jl-$ (,l/) (Please print) I certify that the solder used in the water supply system contain;, less than 2/10 of 1% lead. (1'lTambcrs Signature) Sworn to before me this day of kA an o 20 Q Notary PAl6��"^""'" County Notary Public,State of NewYbek . No.41-4968956 Qualified in Queens Co Commission Expires July 9, P T d 20S6 29L. TC9 9NIalIne 0-10Hinos wuos:01 S0, VT wnr 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. 29677 Z Date AUGUST 26 , 2003 Permission is hereby granted to : JOSEPH & JULIA VIDULICH PO BOX 1348 SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAILY DWELLING (SECOND STORY ABOVE GARAGE) AS APPLIED FOR at premises located at 375 GOOSE CREEK LA EXT SOUTHOLD County Tax Map No. 473889 Section 078 Block 0008 Lot No_ 020 pursuant to application dated AUGUST 26, 2003 and approved by the Building Inspector to expire on FEBRUARY 26, 2005 . Fee $ 153 . 30 Aut ized Signature ORIGINAL Rev. 5/8/02 J.-"IrS.I. DEERKOSKI, P.E. ! 260 Deer Drive J 16 1005 Nlattituck. N.Y. 119:)2 ! (631) 2985506 b1L), L _: AWI Qrf_.__t i(_n To: Town o1 Southold Re: Strapping Inspection Vidulich 829 N. Bayview Rd. Southold, NY 119-11 PcrmiW296772 To Miopi It NIa\ Concern: This letter certilies that all wind strapping on the above mentioned project is in tact, and meets all state and load building codes. .env questions please feel lice to call. C� 1�x Sinccrcl} In fay J mics J. Dc oski P.l'.. 9�0 �vp. 07 5p �7nFESS� �P 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA S: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DAT Ef INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE La ° INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [-,�/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I F`S aN a c w ks�c w AA-en t t.,3.c.S OMPA. Soe-c �S nN ex,s+ :►� oz �� will �ccd! bt `_`�jso tG Ec a L w cs „� Gr•�c A DATE INSPECTOR `' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [✓]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ r]/FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: rr „ DATE INSPECTOR1 COs FIII D INSPECTION REPORT DATE ty T Fi FOUNDATION(1ST) C FOUNDATION(2ND) z 0 H ROUGH FRRAABNG& l W xs is w ti44-k PLUWWINGH 3 Vc. t- oa eX.St, 34 5%10o2 a+i W.%LL -+n CtC4 J� r.,... -rrcr2 ` r INSULATION PER N.Y. m STATE ENMGY CODE i 1 FINAL ZZ- I ZZ ADDMONAL COMMENTS 0 r0 z m H x �y S d M TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT �. Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NCq� �-� — Check r— Septic Form N.Y.S.D.E.C. Trustees Examined $�� 20 j Contact Approved_ z . 10 Mail to: Disapproved a.c_ Phone: Expiration , 20_� ;Buildii/ elinspector tC APPLICATION FOR BUILDING PERMIT i WR3 I M Date 20 i INSTRUCTIONS i a. This application MU T 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 Pemtit. 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 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 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) P. 0 rl3 � ,jLAf�f/h?l / r97I (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises hy`t c t 1 (As on the tax roll or latest deed) if applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and*ccunancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition X 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 C .4 Depth_ as• Z , Height l9 . 3' Number of Stories 1 Dimensions of same structure with alteratios or additions: Front "Io . '� � Rear F(Q, L, Depth '&a . T( " —Height—U - b" Number of Stories 8. Dimensions of entire new construction: Front 01 C-�-. 'J r Rear a a 3 DeptFilc Height t 5 rl r Number of Stories t 9. Size of lot. Front \ 00 - 00 Rear � 00 • 043 Depth QnO 00 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--2—(, 13. Will lot be re-graded? YES_NO`Will excess fill be removed from premises? YES NO 14. Names of Owner of remises_ Address Phone No. Name of Architect C C . G RAF QEm::o . .t,,r �e- Addressaa p,2a� rlkUM -Y N� 477-04GO Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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 to"ploWaphiccal d �n survey. STATE OF�K)��� c�C/ S. COUNTY OF CnCp being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swumto before me this 2�$ 1r\ day of % b4C200b c (� ti Ntart'P lic V Signature of Applicant t �R ys O Y�� AROLYN REGINA HEN ny ;,: F My COMMISSION N CC 909090 EXPIRES:February 5.200y 2- o TOWN OF SOUTHOLD PROPERTY I�KORD CARD OWNER STREET -y VILLAGE DIST. SUB. LOT FORM]Elk OWNER N E ACR. &V. /T GJ e .a1� c, ' yc 6 0 - S W TYPE OF BUILDING RES,W SEAS. I VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS —r 96 8o 72- O cS .� G G?' >b ✓ /¢/ .' ., .. a u n_ 1 „c.:.�.a� - ;a- /1 (N' ' �:f C"p:f,.: . D a 0 JO i _3s69 T L e c /i/ r ✓d a., V �o R - a l a Lc F I CGllable FRONTAGE ON WATER Noodland FRONTAGE ON ROAD 16 vieadowland DEPTH y ; I I louse Plot BULKHEAD otal L COLOR TRIM -- - — _ . ;- i 7 x M. Bldg. x 2 —4 1 Extension ,?a' Yz � _ s'7s' /L �0 �'° Viz 74' S Extension i Extension Foundation Both / Dinette Pon hBasement r / Floors k K. ,. 1j ` Ext. Walls a14 Interior Finish S/? LR. Breezeway Fire Place Heat j DR. Di Garvoya �;y;4. ✓ :_, Type Roof F Rooms Ist Floor R. Patio Recreation Room Rooms 2nd Floor FIN. B O. S. li z v c Dormer Driveway Tpfal s Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I Data filename:C:\Program Files\Check\WCcheck\vidulich.cck TITLE: Vidulich COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE:Non-Electric DATE:03/19/03 DATE OF PLANS: 3/14/03 PROJECT INFORMATION: Southold COMPLIANCE: Passes Maximum UA= 128 Your Home=92 28.l% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 715 30.0 0.0 25 Wall L Wood Frame, 16"o.c. 848 19.0 0.0 47 Window L Wood Frame, Double Pane with Low-E 19 0.340 6 Window 2: Wood Frame,Double Pane with Low-E 17 0.340 6 Window 3: Wood Frame, Double Pane with Low-E 9 0.340 3 Door 2: Solid 20 0.250 5 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. Builder/Designer \ �za�V Date :a ..a ,J_ MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release is DATE: 03/19/03 TITLE: Vidulich Bldg. Dept. I Use I Ceilings: [ ] L 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-19.0 cavity insulation Comments: I I Windows: [ ] 1. Window 1: Wood Frame, Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments:_ [ ] I 2. Window 2: Wood Frame, Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3: Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments: I Doors: [ ] 1. Door 2: Solid, U-factor. 0.250 Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in,w.g. (500 Pa). [ ] I 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: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ j Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulatin¢ Runouts Circulating Mains and Runouts Temperature( F) Uo to I" Uv 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 2. Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pice Sizes Piping System Typgs Ranee( F) 2" Runouts P and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 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 LO 1.5 1.5 NOTES TO FIELD(Building Department Use Only) ' 5URVEY OF PROPERTY N 51TUATE: SOUTHOLD TOWN: 5OUTHOLD SUFFOLK COUNTY, NY W ,� E SURVEYED 08-13-03 5UFF0LK COUNTY TAX u s 1000-18-8-20 CERTWM TO: JULIA VIDUUCH w Q,3 n C7c�C7 ir,. JOSEPH VIDIJLIC4{ S V �1 rl o" 200.002 1, QF00 CY CO 7 t w�rc C n w r m n � � I „ m y / 6J Qg y ; 7 3001,1 0" W 0 7 P kCIO 200. y U ry �P c c.Eckr / q ra F "1' m R� NOTES: p 838.32, I + r p PIPE FOUND (0) ` tnA_� �. i 'U, L-ANp S AREA 1 JOHN C. EHLERS LANDSURVEYOR. = 9,999 SF OR 0.46 ACRES GRAPHIC SCALE "= 6 EAST MAIN STREET N.Y.S. LTC. NO. 50202 30' - - RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\I-Ip server\d\PROS\03-236.pro SURVEY OF PROPERTY N SITUATE: SOUTHOLD TOWN: SOUTHOLD SUFFOLK COUNTY, NY W ` E SURVEYED 08-13-03 SUFFOLK COUNTY TAX u 1000-lb-8-20 CERMFM TO: JJOSEPH VMULICH w S73cy, EPHVIDULICH Vis' $ VI'lo„ Qi r /Nenc/a// 0 `e 5 m 200,'"0 r 1-' 6 _pq x D O \ o p A/ x fence\ u'r o Q / N Q V / Q $ 3R t x x \x� / w , 3 VI'1 0 /f 0 ' Z', w / 0 o ° CIO � 00r , Qj �� ry /RF;of NEW y -A NOTES: 0 PIPE FOUND Garro s AREA = Iq,999 SF OR 0.46 ACRES JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 30' 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\03-236.pro I _ _ + 'S� + G. _ Vww¢ V�^1. 'un tz"* ;. 'i. . . "-'.n n =;`I '. �;.• :,F, J .,-a:' 11 Sa Y -.a -" 4 .w�1 ,.m 'rP. : , ..£^,+.j �F i4x 3 '# . c {.t"+ M. .y. L _ r. ',. : ✓ ' A '1_ }mF'` r4i :-�. �S -T1i ..�nr i ls'. sr .i` J cl . .. ". .'... rri �. yi , t wr _ I - <_ '_fir A y 390=210 1 {{! : f 14, ,. J 31YPTRU R 70. 7Q' AL 'I _ t , S ;- ,� e - 0019'FRAM NS T 1 SEES 1p0 O 888-HIGH 3ECTI0NS I - 'a, - '8LC9q .ATH SEE OU 0110 PAGES 8 NAIL NC9 SO'.- - - qQe 6 r - 10ER S$ SEED ' RAND CH, 11 PLUMB NG RISER DW M , PAGE 7 gULE 7' ra!iv,i I r.l n.11 12 F1 PRQIECTION SEE FLOOR-PLANS . * 13 US DESIGN' RAWING WA I . I I.�� ! 14 ENERGY'OA1 OULA' ON - A ACHED _ If j : I ISI I � .:- EXISTING NEW I NOV I' — I W I - _ .. .__- -'- _ _ _ ' EJEIS7ING - . — — --',- `---- '-._•_ " NEW NEW Z ----- EXISTING EXiSTINO - __ - _ -._ -- _ ►+� . 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I `' OAh11 52 1 0 4.37 ]09 4.{ i.D 5.{ 15R Q RECREA310N 300 { B 4.37 7.89 17.5 318 5.5 10.5 J 1 101 20.00 11.001 20 ol 1101 LL CLOSET 34 1 1 8 1 4.37 i 89 41 7.8 12.8 23.2 ❑ Q ^ , w (^_WJ - 1 � 32'-7" 6' "'� I r� SECOND FLOOR PLAN a SCALE Y4" = 1'-0" o • � N i I LOAD PATH i I Ili I, Z .O O o wi F NEW 2X10 RIDGE U)1 2 USP LSTA 21 j m i ROOF SHINGLES TO MATCH EXISTING NEW 2X6 RR- 16"O/C % I I 10R1 E �r �l . ✓ I W, N ' III 'I lrll 111 ' Qu Q LL!IZ' 1pl 2X6CT-16"OIC - ,. . -JI,I J > Cpl VENTED SOFFIT WITH OVERHANG TO MATCH EXISTING FILES j BATH 1 CLOSET RECREATION ----- - --- --.- ----- ----- USP RT20 00 - -_ - _ .. _. _- _ _-_ ___ -_ - - . - R-30 INSULATION Q o NEW 2X4 PLATFORM STUD WALL W NEW 19RM STUD WALL WITH R- INSULATION � � _ I -------- ---- - 36"RAILING r p m Q Z o m o NEWNEW It 2X10 FJ-16"O/C 2X8 CCA FJ- i6"O/C- USP MTW20 AND MTW76 EXISTING zZ V -.-- - ---- ----- (3) 1 �/�'x BY z'LVL GIRDER ---- -- (3) s/�'x9Yz'LVL GIRDER ?_ - .. _ __ -__ -____ r 1 (2) 1 3/4'x 9 Yz"LVL GIRDER fM0 .L_ OR (2)13/4"x 11 �/e"LVL GIRDER -- --------- ------ -- - -- -- 1 -- "' - R-30 INSULATION EXISTING GARAGE 21P COLUMN ON 2'-D"X - --- - - --- -- "- - --- ----" 6"STRUCTURAL COLUMN TYPICAL 2'-0"X V-0"P.C.FOOTING —---`_ __-_ —__—_-- __. ._ EXISTING 2X4 PLATFORM STUD WALL ro 4^-4, W V ------ - - -- - ------ - --- -- - -- - - --- EXISTING P.C. FOUNDATION r�+� W r - - � --- -- EXISTING 4"P.C. FLOOR � w / GRADE U Ll - ------ -- --- Z USP PAU SERIES O _i NEW BNG P.C. OU RATIO"X 2'-0"X Q - EXISTING P.C.FOUNDATION ILL ON _ ---- - -� - 1'-0" P.C.FOOTING TYPICAL �.( W j..( o � SECTION A SCALE 3/e" = T-0" N I UNDERhET "' 7 IFICATE, BUILDING DEPARTMENT PLAN REVIEW REQUIREMENTS / COMPLY WITH ALL CODES OF OCCUPANCY OR REQUIRED 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE MY S / NEW YORK STATE & TOWN CODES USE DWELLING UNIT-SECTION 310 -310,2 OVEDASNOnTpE�D� AS REQUIRED AND CONDITIONS OF USE IS UNLAWFUL 2 HEIGHT 23'-10 1/2" DATE: L B.P.0 SOUTHOLD TOWN ZBA WITHOUT CERTIFICATE FIRE AREA(sO 1232.241,EXISTING AREA 506.221 EXISTING GARAGE FEE:SI"J2)'� BY: �- SOUTHOLD TOWN PLANNING BOARD OF OCCUPANCY 1736.46;NEW O 732.62'TOT CONSTRUCTION NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN TRUSTEES ALL CONSTRUCTION SHALL �' °w I ' 765-1802 8 AM TO 4 PM FOR THE . < 2470.62'TOTAL F M N.Y.S.DEC PLUMBER CERTIFICATION MEET THE REQUIREMENTS OF THE 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 17A ° a � FaLowDNG INSPEcrpNB CODES OF NEW YORK STATE. ON LEAD CONTENT BEFORE 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN N o I. FOR POURED - TWO REDIl11ED 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS w < o ti FOR POURED CONCRETE FLOOD ZONE ' I� CERTIFICATE OF OCCUPANCY 2. ROUGH . FRAMING L FLIIVOMq 6 DESIGN LOAD CALCULATIONS PAGE 6 � 3. INSULATION COMPLY WITH CHAPTER"46" SOLDER USED IN WATER PLU le"°I"� 7 WINDOW AND DOOR SCHEDULE PAGE 7 Z I 4. FOAL - CONSTgUCTgN 1NNBT SOUTHOLD PREVENTION SUPPLY SYSTEM CANNOT ALL PLUMB,N LINE, N �T &WATER 8 LOAD PATH SEE SECTION PAGE 5 w BE SOUTHOLD TOWN CODE. EXCEED 2/10 OF i%LEAD. TESTING BEFORE COVERING 3 < w ALL �COMPLETE UCTION SHALL MEET TME 10 EGRESS SCHEDULE SEE DOOR AND WIN OW SCHEDULE PAGE 7 Q vUi ra w REQUIREMENTS OFTNEOODESOFNEW CERTIFICATION OF 11 PLUMBING RISER DIAGRAM PAGE 7 H YORK STATE. NOT RESrONSNtE FOR NAILING & CONNECTIONS 12 FIRE PROTECTION SEE FLOOR PLANS I DESIGN OR CONSTRUCTION ERROgS W REQUIRED. 13 TRUSS DESIGN DRAWINGS AT 14 ENERGY CALCULATIONS ATTACHED Q Uj 0' Z �O J O o ro)l O � rn O u Q. Z n w _ NEW IEXISTINGy w _ EXISTING NEW — Z o as - - - - � co L L T 1L JIF-1-� - _ _—_ I� L — J L_,_ T 1 ll__I! -- � �f IC =l � Y) illE LU LU 3111 HliffilL - - --- - _ EE NEW __— _.. _—_ -_—_.-_—_.___--___.__ - NEW NEW _ NEW O EXISTING - — -- -- - ---- - - — --- --- - EXISTING EXISTING - - -- r - EXISTING 1� 0 - — _ _ ✓, LL Z — 0 I EXISTING NEW �- NEW-�EXIS'TIN FRONT ELEVATION BACK ELEVATION SCALE %a = 1 Q° ----- SCALE %4'" o N w li l7 O Q GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES - 'NAILING SCHEDULE 1.The Information on this set of constructlon documents Is to relate basic design 1 All walls,2x4 and 2x6,to be stud grade or better 16"o/c All other framing material iTABLE 3 1, INCLUDING-3 3 AND 3 9 intent and framing details. They are Intended as a construction aid,not a substitute to be N2 douglas fir or better. ,1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL _ for generally accepted good building practice and compliance with current New York state building codes, The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. INI DESCRIPTION NAIL QUAL[1)' NAIL ',,PAGING U) construction details and procedures to ensure a professionally finished,structurally a ZZ sound,and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless ROOF FRAM- - - - - otherwise specified. FRAMING _ a 2. General Contractor to coordinate all sub contractors,scheduling of work,and RAFTER TO TOP PLATE .TOE NAILED 86 WALL' 3-8d PER RAFTER IOtefaCllDn between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"c/o for all dimensional _ _ 10-0"WALL'48tl PER RAFTER (J lumber floor joists. CEILING JOIST TO TOP PLATE TOE NAILED B-0'WALL 3.8d PER JOIST U_ W 3 The general contractor is responsible for ensuring that all work and construction _ 1SEE WALL a.7 __ EACH PER P _ ILLI 0 0 0 meets or exceeds mrent federal,state,and local codes,ordinances and regulations, 5. Floor construction:%"tongue and groove plywood subfloor. Finished material to be CEILING JOIST TO PARALLEL RAFTER ,FACE NAILED SEE TABLE 3.7 EACH LAP _ _ _ _ _ _ W Z N O. 9 9 ywo CEILING JOIST LAPS OVER PARTr10NS FACE NAILED _SEE TABLE 3.7 EACH LAP d rn of etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floorjoists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE --- - _ 0) Q o U and should be adhered to even if they are In variance with the plan BLOCKING TO RAFTER TOE NAILED 2-8d EACH END 7.All window and door headers to be minimum(2)2x10 unless otherwise specified. RIM BOARD TO RAFTER ',END NAILED 2-16d EACH END [� 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All Interior headers to be(2)2x10 unless otherwise specified Z W WALL FRAMING _ _ _ _ _ _ �i J W 5.The designer has not been engaged for construction supervision and assumes no 8. Provide full solid blocking under all bearing wells. TOP PLATE TO TOP PLATE - FACE NAILED 2-06d ' PER FOOT - Q responsibility for construction Coordinating with these plans,nor responsibility for TOP PLATES AT INTERSECTIONS (FACE NAILED 4164 JOINTS-EACH SIDE U ¢ } c a w construction means,methods,techniques,sequences,or procedures,or for safety 9.All beams to have adequate bearing at each end or as specified STUD TO STUD FACE NAILED_ 2-16e 24"O/c precautions and programs in connection with the work. There are no warranties for a HEADER TO HEADER 'FACE NAILED led _ 16"OIC ALONG_EDGES specific use expressed or implied In the use of these plans. 10.All flush beam and joist Intersections to have galvanized hangers. TOP OR BOTTOM PLATE TO STUD ,'END NAILED 2-16d PER 2x4 STUD _ UU p p P 3-16tl PER 2%6 STUD UU 4-16d PER 2x8 STUD 6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of 11 Typical exterior walls and roof to be sheathed with h"exterior grade plywood or BOTTOM PLATE TO FLOOR JOIST, windows. All windows to be Andersen high performance quality or approved equal 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-16d '- PER FOOT O headers 7 Door and window headers to align unless otherwise noted FLOOR FRAMINGZ 12.Provide insulation baffles at save vents between rafters. JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST _ S.General contractor Is to ensure that masonry and prefabricated fireplace BRIDGING TO JOIST _ 'TOE NAILED 2-8d EACH ENO construction meets or exceeds all manufacturer's specifications and applicable codes. 13.Exterior flashing to be correctly installed at all connections between roofs,walls, BLOCKING TO JOIST ,TOE NAILED 2-Bd EACH END Q OJ chimneys, projections, and penetrations as required by approved construction BLOCKING TO SILL OR TOP PLATE JOE NAILED 3-16tl EACH BLOCK fD 9. General contractor to consult and Coordinate with the owner and the plans for all practices. LEDGER STRIP TO BEAM _ !FACE NAILED 3-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-86 PERJOIST Z ~ built In items such as bookcases,shelving,pantry,closets,etc - - - - - w 0 14.General contractor to provide adequate obSAND JOIST TO JOIST 'EIVO NAILED 3-16tl PER JOIST it ventilation and roof vents. _ - - - - o N O 10.Provide hardwired smoke detectors,with battery backup, on all floors and in each BAND JOISTTO SILL OR TOP PLATE TOE NAILED 2-16tl PER FOOT [n bedroom,verify with local code requirements as per Section R317, New York State 15.Provide appropriate soffit ventilation at overhangs ROOF SHEATHING Residential ConstNC110n Code Install carbon mo00%lila detectors as per code. GENERAL PLUMBING NOTES STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-16"O/C-6"AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and ed PANEL FIELD I- m safety requirements. INTERIOR ZONE-16"O/C-6"AT PANEL EDGES AND 12" d' r- 1.General contractor to review plans,elevations, and details to determine intended so AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD d heights of finished floors)above typical grade. 2 If wall plates or joists are cut during the installation of plumbing fixtures or Z r.- equipment provide bracing to tie framing back together FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF. INCLUDING 4'4'ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" W r__2.All Footings to rest on undisturbed soil. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED �. - - - -- - - - - - - - - - m GENERAL HVAC SYSTEM NOTESr0, CEILING SHEATHING _ _ _ _ _ _ _ 0 cD 3.Poste 'f!'expansion joint material between all concrete slabs and abutting GYPSUM WALLBOARD 5d COOLERS 7"EDGE 110"FIELD concrete or masonry walls occurring in exterior or unheated interior areas 1. Mechanical subcontractor Is responsible for adhering to all applicable codes and - - - -- safety requirements. WALL SHEATHING Q Z o 4. Unless otherwise noted, all slabs on grade to be 2500 psi Concrete on 4"sand or STRUCTURAL PANELS ad 4'EDGE ZONE-16"010-6"AT PANEL EDGES AND 12" gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. Interior slabs to he placed 2. HVAC subcontractor to fully coordinate all system data and requirements with the AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD K on 6 mil,stabilized polyethylene vapor barrier. equipment supplier. ed INTERIOR ZONE-16'01C-6"AT PANEL EDGES AND 12" Z I- AT INTERMEDIATE SUPPORTS IN THE PANEL_FIELD Q 5. Provide crawl space ventilation per local code requirements. 3.HVAC subcontractor to provide final system layout drawing and submit It to general FIBERBOARD PANELS 7116" ad _ 3"EDGE/W FIELD _ contractor,owner,and equipment supplier for final review and approval :25132" ad ' 3" EDGE/6"FIELD _ _ � <D 6.General contractor to install crop-r-tex(or copper)sheet metal termite shields GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD between all woad surfaces that are exposed to concrete or masonry surfaces. NEW CODE Bd 4'EDGE ZONE-16"01C-6"AT PANEL EDGES AND 12" HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7.Dampproof exterior of foundation with a bituminous coating as per code and soil GENERAL WIND PROTECTION CONNECTION NOTES ad INTERIOR ZONE-16"OIC-6"AT PANEL EDGES AND 12" conditions. Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 - - - - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD and 1995 SBC High Wind Edition Wood Frame Construction GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction FLOOR SHEATHING STRUCTURAL PANELS-1"OR LESS ad 6"EDGE 112"FIELD 1. Dimensions shall take precedent over scale drawings(do not scale drawings). I.A continuous load path between footings,foundations walls,floors, studs and roof l 1 framing shall be provided. (CONSTRUCTION MANUAL _ ^ 2.All interior walls to be covered with'h"gypsum board with metal corner reinforcing TABLE 3 IG �TABLE 3.7 //�t � Tape,float,and sand(3 mats) 2.Approved connectors,anchore and other fastening devices not included In the FRA SBC HIGH WIND EDf110N WOOD 1995 ON SBC HIGH WIND EDITION WOOD FRAME ! vy,/ rA Standard Building Code,Table 2306.1 shall be installed in accordance with ''FRAME CONSTRUCTION MANUAL - L(1 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations.ns. RAFTER SPACING 16"OIC (RAFTER SPACING 16'01C at garage side with 5'-0"return on adjacent walls and telling. Manufactured lumber 12D mph FASTEST WINOSPEED ROOF PITCH , e eSPAN Z requires 2 layers of 5/8",fire rated gypsum board 3. Metal plates,connectors, screws,bolts,and nails exposed directly to the weather or U.1 U subject to salt corrosion in costal areas,shall be stainless steel or hot dipped 3:12 5 8 1 t 14 Ur 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. 4 12 4 6 8 11 Z resistant gypsum board, or wall tile set on wonderment or equal. 4 12 12 3Ll 5'12 3 5 7 9 '1 4.Where windows and doors interrupt wood structural panel sheathing and siding, 16 47 12 3 4 5 6 rr. . -11 O framing anchors or connectors shall be provided at the top and bottom of cripple 20 59.12 3 3 4 5 O ei:61 geu " e studs, header studs,and at least one stud at each aide of opening. 28 - 62 12 3 3 3 4 1� LL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsf) 5 Ridge straps shall be attached to each pair of opposing rafters except where mllar - 32 8 Z EXTERIOR BALCONIES 60 ties of 1x6 or 2x4 lumber is located In upper third of attic space and attach to each pair 75'12 12 3 /"'I DECKS 4D of rafters. 16 -- - 4 }.f W 0 ATTICS WITHOUT STORAGE 30 6.Uplift connectors shall be provided at each rafter bearing - ATTICS WITH STORAGE 40 - 20 - 4 ^� U ROOMS (OTHER THAN SLEEPING ROOMS) 40 7 Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 2e 6 SLEEPING ROOMS 30 (corners. 32 38 7 CRITERIA FOR CALCULATION OF DEAD LOAD 18 SII(Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 612 _ _ 12 3 ACI(JAI WFIGHIS OF MATERIALS REFERENCED TO AtA with anchor bolts having min. bolt diameter 5/8"and 3"x3"xi/8"washers. A 16 3 minimum of one anchor bolt shall be provided within 6 to 12 Inches of each end of - - - - 20 - _ - 4 , ,.,,RCuI -[, kcal rn„�pI IIC STANDARDS each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ _ 24 5 ! I masonry foundations. Anchor bolts shall be located within 12 inches of comers and at _ _ 28 _ 5 'I _ spacing not exceeding 4 feet on center. 32 6 4 „ 451us 36 _- - 7 712-12.12 12 2 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT _ 16 _ 3 cD L LSIc,iJ CATEGRYOe SPECIFICALLY WRITTEN FOR THIS PLAN, THEY ARE TO BE CONSIDERED AS - - 24 - - 4 O GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR - - - - -2B - 5 1 co WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. - - 32 6 WIND SPEED 120 mph 36 6 w w o EXPOSURE CATEGORY B ¢ a STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULE FOR WALL OPENING PROTECTION OF 120 MPH SSEW NO NAND OUSTS - NM WUM MEAN ROOF HEIGHT.351 SYMB,)i Mll)j I NO VVINDOVV TYPE CLEAR GLASS EFFECTIVE PRESSURE PEOD DESIGN DESIGN PRESSUFfM OPENING ARLA WIND AREA ZONE PIRF SSURE RATING Z NEW WINDOWS AND DOORS 0 / MULTIPLE SECTION ASSEMBLY: 1/4" F- �� THICK BOLTS®TOC A 2846 narroline 5.23 9.47 10 5 25.9 -34.7 50 0 B 28310 narroline 4.37 7.89 10 4 25.9 -28.1 50 LL °w B1 28310 narroline 4.37 7.89 10 5 25.9 -34.7 50 W w CL CL a o (D ANDERSEN-- - .. , 20 4 - 64 z - ^' \� 101 99-0331.02 Thenna-Tru Door 20.00 ' 11.00 ALL NDOWS [CAL UIT LATIONS _OR WINDOWS BASEDUPON IX T 1.0 WITH 120 mph BASIC WIND SPE I a ¢ ~ / / \ J EXPOSURE B COEFFICIENT _ I I- _ - -- - q u A w \ % WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTEO _ __ / ITABLE R 30_1 2 2 NEW YORK STATE BUILDING CODE TED WffFl REMOVEABLE 5/8' WOOD STRUCTURAL PANELS j IWIITH R SPANSUM UP OF 8'-0°SHALL BE 2 FASTENERS #8 ATR SPANS TABLUP OE 301-SHALL BE 21/2 -#8 WOOD SCREWS AT 116" OIC, FASTENERS ILL w IF c Z ALL NARROLINE WINDOWS MUST USE - - -I 11/2 HEIGHT SILL STOP (OR STOOL)AND THE ADDITION OFA 1/2_ X 3/4 DP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-1/4' - 0 \ HEIGHT AND REQUIRE `f HE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT) 0 \ o � 0 ALL UNITS MUST MEETO-- EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY MULLED UNITS MUST MEET OR EXCEED - -� 11.5 TIMES THEDESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE, ALL EXTERIOR . . _ -. - - -- - - - OT - - - - - - - -- - - _ E. _ _ . _ ._ .. . _ _ _ _ _ _ _ TION COD-- - - - _ - - - GLALNG MUST MEETASTM E 1996 TEST REUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUC - REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. I 00 \' W V W _ \� 4"DROOP VENT �"- D] SHUTTER_ASSEMBLY_ ROOF N.T.S. 4 p } C) FOR PANEL SPANS:0<4'41"WIDE SPAN O Z o TABLE 1309.1.4 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. QD LABEL ACCORDING TO LOCATION. ATTIC _-- BATH 2 ASSEMBLY: _ ATTACHING STRUCTURAL PANEL' FASTEN TO BUILDING w/#3x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 13"O.C. OR BETTER �1 1/4 1 1/2 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.wl#10x 1 )4"(W/WASHERS)MACHINE BOLT Q 12"O.C. VV j WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED. --_ 3"FAAL - UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 Ibs. _ N.T.S. ---- SECOND FLOOR COI 11144 - 3 ..._J 4 SHUTTER ASSEMBLY FOR PANEL SPANS:V.0"OR WIDER SPAN LU LU SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. U NOTE ADDITIONS: 0 Z 2x4 STRONG-BACKS Q 24"OC FIRST FLOOR - ----- - - -- I 0 0 ASSEMBLY: -U 1). PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(W/WASHERS)GALVINIZED OR STAINLESS STEEL _ ILL WOOD SCREW 12"O.C. cl 4 TO SUFFOLK 4"C.I. COUNTY DEPT.OF 'F1 ALTERNATK MR QEEtl PROTECTION HOUSE HEALTH SERVICES r-"1 W TRAP APPROVEDSEVER i--I M - - - . - -- - _ _ _ -- — _ LINE- A 1 0 SHALLBEPERM DFOROPENINGPROMCTIONINONANOTWOSMRYBUILDINGS. PANELS _ 3:WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Tlis AND MAWAUM PANEL SPAN OF s4'' BASEMEN SHAH BE PREGUTTO COVER GLAZED OPENINGS WRH ATTACHMENT HARpWARE PROVIDED ' '(REFER To SEC110N 1608-1.4 AND NINE 5 AND TABLE 10081 4) ._ TABLE 1 609.1.4 I SLOPE" 1/4" PER FOOT PITCH TO DRAIN WINDBORNE DEBRIS PRO.1ECION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS I i. FASTENER SPACING(INCHES) PANELSPAN 2'4•<PANEL 4'4'-PANEL B'4' PANEL FASTENER TYPE 2'4' SPAN<4'4' SPAN<s'-0" SPAN-e'-0" PLUMBING LUMBING DIAGRAM L ' 2 VT AS WOOD SCREWS 1s 10 12 0 - NTS 2112. 99WOODSCREWS 16 18 1s 12 0 w / N ATFII6TABLE 16BASED ONAMAAMGM WIND SPEED(3 130 MPH AND HOOF US1O/ N HEIGKOF U-6-OR S R. FASTENERS SHALL 9E INSTALLEDOPPOSING OSHE WOOD STRUCTURAL EL C. WHERE SCREWS AE ATTACHED TO MSONRY OR ASONRYISTUCC .THEY HLL BE LJ � l9 p ATTACHED UTILIZING VIBRATION RIES ISTANTANCHORS HAVING A MINIMUM W INDRAWL O CAPACITY OF 490 LBS u) z LLa LL o U ~O o W Z ra Q o U CD Z 3 � w RAFTER 7 Q N Q F X RIDGE- RIDGE ___ RAFTER . -O USP RTI6 lyQ RAFTER {l RAFTER ----�JLL TOP PLATE- - — EJ TOP PLATE -- _--- - �� } USPLSTA21 --- -- - USP LSTA21 — -- _ _ USP SPTH4 - LUI -_ - USP RT20 __ .__ --_ --- _ Z USP LSSH179 - WALL STUD - - - - Li O H WALL STUD —_ __----EJ 10 o O �A )RAFTER/RIDGERRAFTERWITHCT KRAFTER(RIDGE/RAFTERW10CT (a)RAFTER/PLATE/STUD D E RAFTER/PLATE PLATEISTUD WIND PROTECTION CONNECTION FASTENING SCHEDULE Oa o W rl- • • - . A RAFTER/RIDGE/RAFTER WITH CTLSTA 21 LU Of B RAFTERlRIDGE/RAFTER WITHOUT CT LSTA 21 + LSSH179 U' C RAFTER/PLATE/STUD R120 D RAFTER/PLATE RT16 Q Z E PLATE/STUD SPTH4 O o Of n F HEADER/STUD RT3 Z G HEADER/JACK STUDLSTA12 � H FLOOR TO FLOOR KLFTA I STUD/PLATE/SILL MSTA36 or RS 16-13 J ANCHOR BOLTS STB16 K POST ANCHOR FOR DECKS PAU SERIES L POST ANCHOR FOR COVERED PORCHES CBE SERIES , 2ND.FLOOR WALL STUD---- El i. 1X6 OR 2X4- 16" O/C COLLAR TIES MIN. j 1ST. FLOOR WALL STUD--- 0 1!J Of 2ND.FLOOR PLATE H SUBFLOOR---- Z KING STUDS 1ST.FLOOR PLATE--- U! RIM BOARD- ------- SUBFLOOR U USP KLFTA --- - USP MSTA36 OR RS16-R z Z_ STUD - --fl RIM BOARD -� 1ST.FLOOR TOP PLATES --- - POST POST - - - - -- _ �= 0 HEADER ---- ) DOUBLE SILL PLATE - ---- - 0 J LL USP RT3 ------ IST FLOOR WALL STUD--- -- FOUNDATION WALL - -E, 0 USP PAU -- — USP CBE --- Z USP LSTA12 ---- LLI P.C. FOOTING--- <� P.C, FOOTING 2 JACK STUDS — Q, O F G HEADER/STUD HEADERMACK KH FLOOR TO FLOOR I STUD/PLATE/SILL � K POST ANCHORS FOR DECKS L POS NGHOI 'FOR tiOVEREDPORCHES � m � N W li � O ¢ a