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HomeMy WebLinkAbout44914-Z �o�QgOEFOLK oy� Town of Southold 7/7/2020 P.O.Box 1179 o _ 53095 Main Rd y�j0l h' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41228 Date: 7/7/2020 THIS CERTIFIES that the building SHED Location of Property: 4170 Indian Neck Ln., Southold SCTM#: 473889 Sec/Block/Lot: 98.-1-27.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2011 pursuant to which Building Permit No. 44914 dated 6/25/2020 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: Accessory farm buildings with open front, run-in,horse shelters(3)as applied for. The certificate is issued to Indian Neck I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A or' Signature ��suFFot,r�o TOWN OF SOUTHOLD yy� BUILDING DEPARTMENT -" TOWN CLERK'S OFFICE rft SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44914 Date: 6/25/2020 Permission is hereby granted to: Indian Neck I LLC 1350 Ave of Americas Ste 2300 New York, NY 10019 To: Additions of Accessory Farm Buildings in A-C Zone; Open Front, Run-in, Horse Shelters (3), as applied for. Replaces BP# 36518 At premises located at: 4170 Indian Neck Ln., Southold SCTM #473889 Sec/Block/Lot# 98.-1-27.1 Pursuant to application dated 6/25/2020 and approved by the Building Inspector. To expire on 12/25/2021. Fees: PERMIT RENEWAL $250.00 Tota : $250.00 Building Inspector �Sv ole, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE '�y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36518 Date: 6/28/2011 Permission is hereby granted to: 4170 Indian Neck Ln Hldgs c/o O'Shea Marcincuk & Bruyn 250 North Sea Rd Southampton, NY 11968 To: Additions of Accessory Farm Buildings in A-C Zone; Open Front, Run-in, Horse Shelters (3), as applied for. At premises located at: 4170 Indian Neck Ln SCTM # 473889 Sec/Block/Lot# 98.-1-27.1 Pursuant to application dated 6/28/2011 and approved by the Building Inspector. To expire on 12/27/2012. Fees: FARM BUILDING ALTERATIONS $450.00 CO -ADDITIONS TO ACCESSORY BUILDINGS $150.00 Total: $600.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, 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, Commerdial$15.00 Date. t(} _ New Construction: Old orPre-existing Building: (check one) Location of Property: �LJ`'^?_ �' L ��e 671.LC� House No. `e Street _ Hamlet Owner or Owners of Properl, Suffolk County Tax Map No 1000, Section_ -L Block_ 44- 1�a Subdivision Filed Map. Lot: Permit Nq. 3t5) _Date of Permit. -Zg - I 1 Applicant:_ V m i tr j-19 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/1 check one Fee Submitte., , ! Applica ignature TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SOLATION 1 [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: O� � � -� i�vvvv-04V DATE INSPECTOR V&D1NSPEG CIT tEP'O�2T DATE COTV NTS. FOUNDATION OST) ' ' FOUNDATION(2N))) � � � z ROUGH FRAM NO& - I PLtmlxrl ` IItISUL•ATION PPM N.Y. STATE ENERGY CODE H ti W- FINAL ADDIT16NAL COMMENTS -as a 6eacAO ffy)D'tk' -e �rn t� z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health NA SOUTHOLD,NY 11971 4 sets of Building Plans NA TEL: (631)765-1802 ` Planning'Board approval NA FAX: (631)765-9502 / Survey NA www. northfork.net/Southold/ PERMIT NO. -3 Check NA --- -�-- Septic"Form NA N.Y.S.D.E.C.NA Trustees x Examined ,20 l I — ,Contact:' 7]J Approved �0 ,20 Mail to:,4avid Emilita W � 795 Pine Hill Road,Westport MA 02790 Phone:774-328-4042 Expiration 20 Building Inspector D� E om- U . JUN 16 2011 APPLICATION FOR BUILDING PERMIT Date ,20 BLDG DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. is 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 applicationmay not be commenced before issuance of Building Permit. A 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 w_riting;the extension of the permit for an addition six months.•Thereafter,anew 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,NewYork,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. 1 ° (Signatu a of pplicant or name,if a corporation) 795 Pine Hill Road,Westport MA 02790 (Mailing address of applicant) State whether applicant is owner; lessee, agent, architect, engineer,general contractor, electrician,plumber or builder AGENT Name of owner of premises 4170 Indian Neck Lane Holdings,LLC ' (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.IS 43385-H Plumbers License No. Electricians License No. ; Other Trade's License No. 1. Location of land on which-proposed-work will be done: , 4170 Indian Neck Lane Peconia" ®� 41-7"41-7—(1-'1 1 House Number Street Hamlet County Tax Map No. 1000 Section 97 a 98 Block 9 i/1 LOt 10.4&12 H 2.1&27.1 Subdivision NA - Filed Map No.NA Lot NA (Name) H.10�Ir„� ,4HO'Y'" VVzIW-10:''rATF;-;of.a R 1 Y,',IA i 0gloelao a:mqx.i 2. State existing use and occupancy of premises and intended use and occupancy of proposed,construction: a. Existing use and Occupancy Horse Pastures w/o Shelter b. Intended use and Occupancy Horse Pastures with 11 Open Front Run-In Horse Shelters 3. Nature of work(check which applicable):New Building Addition Alteration• , Repair Removal Demolition Other Work 11,OpewFroni'Run-In Horse Sheitew- '• (Description) . 4. Estimated Cost$$5.014 Fee (To be paid on filing this application) 5.. If dwelling,number of dwellingAunits NA Number of dwelling units on each floor NA If garage,,number of cars NA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front NA Rear NA I Depth NA Height NA Number of Stories NA t Dimensions of same structure with alterations or additions: Front NA Rear NA Depth NA Height NA Number of Stor'ieS NA 8. Dimensions of entire new construction: Front 24' Rear 24' _.Depth 12' i Height 12' Number of Stories one 9. Size of lot: Front432.37' Rear 2223+: Depth 2800+ 10.Date of Purchase 2/6/08 Name of Former Owner Patricia Phillips Marco 11. Zone or use district in which premises are situated A-C 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises 4170 Indian Neck La Hldgs LLC Address Ge BelPfMgt 1251 Ave Amer,53rd W NY 10820 Phone No. 212-782-7078 Name of Architect,Morton Buildings Inc. Address POB 399 Morton IL 61550-0399 Phone NO 800-447=7436 Name of Contractor coastline Bldg construction No. Address POB 2157 Aquebogue NY11931 phone No. 631-734-4060 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland2 *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 ) David J.S.Emilita,AICD being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent w, (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 themork will be performed in the manner set forth in the application filed therewith. Sworn toe ire me thi day of 20 AID S Notary Publ c Si na e of Applicant CAROL HYDELL NOTARY PUBLIC-STATE OF NEW YORK NO.01HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06130120a'�''-- �Z- Southold Town Building Department P.O.Box 1179 ` Permit#: 36518 54375 Main Road o • Southold,New York 11971 Permit Date: 6/28/2011 y�ol �ao� (631)765-1802 Expiration Date: 12/27/2012 Parcel ID: 97.-9-12 BUILDING PERMIT RENEWAL LETTER Dated: 10/27/2014 Applicant: 3123 Skunk Lane Hldngs Location: 3595 Skunk Ln, Cutchogue Work Description: SHED Additions of Accessory Farm Buildings in A-C Zone; Open Front, Run-in,Horse Shelters (3), as applied for. A FEE OF $450.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 3595 Skunk Lane Hldngs Address: c/o O'Shea Marcincuk&Bruyn 250 North Sea Rd Southampton,NY 11968 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ra ' Southold Town Building Department ��o�OS�FFaL,�coG� P.O.Box 1179 Permit#: 36518 a 53095 Main Rd W Southold,New York 11971 Permit Date: 6/28/2011 ti oy�o� �Aao� (631) 765-1802 Expiration Date: 12/27/2012 Parcel M: 98.4-27.1 BUILDING PERMIT RENEWAL LETTER Dated: 2/25/2020 Applicant: 3123 Skunk Lane Hldngs Location: 4170 Indian Neck Ln Work Description: SHED Additions of Accessory Farm Buildings in A-C Zone; Open Front, Run-in, Horse Shelters (3), as applied for. A FEE OF$250.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 4170 Indian Neck Ln Hldgs Address: c/o O'Shea Marcincuk&Bruyn 250 North Sea Rd Southampton,NY 11968 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. T#8 RIDGECAP 12 -12 �3 T#78 EAVE TRIM 91 T#16 T#21 CORNER TRIM T#21 HI-RIB STEEL SIDING HI-Ril CAD SF T#167 BASE TRIM T#16 LOAD JG LOAD - PSF L LOAD 24 PSF COMPLY WITH ALL ODES OF NEW YORK STATE & TOWN CODES NORTH ELEVATION AS REQUIRED EAST ELEVATION S OLD TOWN ZBA fA i SOUTHOLD ING BOARD SOUTH OWN TRUST .S.DEC 1 1 APPROVED AS NOTED f 3[ 12 12 19 D TE 2f'-II 13.P.9 •- '�S7PDa BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION-TWO REQUIRED - FOR POURED CONCRETE 2 ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3 INSULATION 4 FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL MEET SOUTH ELEVATION REQUI EMENTSION OFT ELCODES OFENEW WEST ELEVATION YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS �'` a Q T#8 RIDGECAP (2) 1/2"x5 1/2"M. BOLTS & RAFTER IN COLUMN (4) 20d R.S. NAILS SADDLE 2x6 PURLINS 23-5/8"O.C. 12 LAMINATED COLUMN (NO. 2 SPF) 9 12 "UROFLEX HI-RIB STEEL 3 o CUSTOM 14'-10 1/2" RAFTER TRUSS _ 2x4 TRUSS TIE ' 3'-0" 2x6 BEV. PURLIN 1/2"x 5 1/2" M. BOLT & (4) 20d. R.S. NAILS 2x6 TRE 2x4 L-NAILER (2100 MSR SPF) © 3-2x6 TI (CREW R3 CHANNEL STIFFEN KYNAR HI-RIB STEEL R4 ANGL91-01, E i 3-2x6 LAMINATED COLUMN W/ 2x6 ' TREATED SPLICE STIFFENER ,;. (5) ROWS 2x8 UNTREATED T&G 132N STALL H.C. STIFFENER 01 — 5; EST (3) ROWS 2x8 TREATED T8.G SPLASHBOARD s0 18" LOWEST 1UT-OFF MEMBER CUT-OFF a, T#167 BASE TRIM F C� r Y�; 4'-6" ' 6" LONGE 6" LONGER LOWER ' M1�t 218M (1� R41N 4 a 218M (14 GA.) COLUMN STILT ® " 8"THICK 8' THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH BELOW B i . I" 18"O ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). 18"0 ADDITIOI fl PLACE C PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. LOWER C CROSS SECTION A }4 SCALE: 1/2"= 1'-0" OFFICE.• DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS �oeNo. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-0875 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. to v GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE NO DIRECTION OF THE LICENSED / REGISTERED ENGINEER . rl FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE M (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE 4.) ♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE a- HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' co THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O z Z BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). Z O U TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 (L OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE J v J TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE Z F- CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. z Q/ W W FRAMING LUMBER -SIDE NAILERS ARE 2x4 S4S SPF W/2x3 STIFFENER, 2-2x4 L-NAILERS SPACED APPROXIMATELY l i l 36"O.C. OR 2x6 NAILERS APPROXIMATELY 24" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO LIJ Z COLUMNS. ROOF PURLINS ARE 2x6 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. Q BUILDING DESIGN CRITERIA z ` BUILDING CODE 2010 NY BUILDING CODE ROOFING TRUSSES/PLATED RAFTERS - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS Q Z o PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS USE GROUP U 12 _ ,,.:. CONSTRUCTION TYPE VB CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN I.;:. 0 BUILDING CATEGORY I ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. PLATED RAFTERS E- U ROOF SNOW LOAD* 14 PSF Q� ARE NO. 1 SOUTHERN YELLOW PINE. L1JZ) GROUND SNOW LOAD 20 PSF U =D' p O 12 SIDING PANELS (KYNAR 500 / HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN WIND SPEED (Vss) 120 MPH �- WIND IMPORTANCE FACTOR 0.77 U 10 ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXPOSURE CATEGORY B J EXTERIOR. 1 1 1 INTERNAL PRESSURE COEFFICIENT ±0.55 L1J f- O BUILDING DESIGN CONDITION ENCLOSED 0:� = O ROOFING PANELS (FLUOROFLEX 2000 T-) -0.019"MIN. AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON MAX. DESIGN ELEVATION 1000 FT Lf-J r , :� THICKNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT WIND LOAD DESIGN ASCE 7 METHOD 2 Q o THICKNESS OF 2 MILS ON EXTERIOR. LLQ , x O TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, Lli Z m CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. m O Cly O 2x6FK 10/09 L1J _ QN Q' W N DO NOT PROCEED EA7►TH ��� L� S FRAMING UNTIL cU"jl"vY EARTHQUAKE DESIGN DATA TABLE OFFOUNDATION1LOCAT10^a 0.195g HAS BEEN aPP-OVED, APPROVED AS NOTED 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) Z 1.0 SEC SPECTRAL RESPONSE DAT ����IB.P.#� 0.055g COMPLY VVITH ALL CODES OF ACCELERATION (Si) S®'��BY NEW YORK STATE & TOWN CODES FE SEISMIC DESIGN CATEGORY D AS REQUIRED-AND-CON9ff4@NS-QF NOTIFY BUILDING DEPARTMENT AT DRAWN BY.' BISHOP BUILDING CATEGORY (TABLE 1604.5) I 765-1802 8 AM TO 4 PM FOR THE SITE CLASS D =SOUTH . TOWN FOLLOWING INSPECTIONS: DA TE., 04/25/11 1. FOUNDATION-TWO REQUIRED BASIC STRUCTURAL SYSTEM AND B-23 LIGHT FRAMED WALLS WITH Wi PLANNING BOARD FOR POURED CONCRETE CHECKED BY.• AF SEISMIC-RESISTING SYSTEM SHEAR PANELS f-� a .l_1_.. SOUOViN HSTEE$ 2• ROUGH-FRAMING.PLUMBING, DA TE.* 04/29/11 RESPONSE MODIFICATION FACTOR (R) 7 --� STRAPPING. ELECTRICAL&CAULKING ANALYSIS PROCEDURE T- v 3. INSULATION REVISED DA TE.- ---- SIMPLIFIED ANALYTICAL PROCEDURE ---- 4. FINAL-CONSTRUCTION&ELECTRICAL SEISMIC DESIGN BASE SHEAR 75 LBS MUST BE COMPLETE FOR C.O. REVISED DATE.- ---- ALL CONSTRUCTION SHALL MEET THE REVISED DATE. ---- REQUIREMENTS OF THE CODES OF NEW * ROOF SNOW LOAD CALCULATIONS YORK STATE. NOT RESPONSIBLE FOR REVISED DA TE. ---- TYPICAL LUMBER SPECIFICATIONS -2005 NDS DESIGN OR CONSTRUCTION ERRORS. SIZE DESCRIPTION BENDING VALUE Fb Ps = 0.7 x Ce x I x Pg x Ct x Cs SHEET INDEX 2x4 NO. 1 &2 SPF 1313 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 2x4 2100f MSR SPF 2100 PSI I = IMPORTANCE FACTOR = 0.8 SHEET# DESCRIPTION Pg = GROUND SNOW LOAD = 20 PSF 2x6 NO. 1 &2 SPF 1138 PSI G1 OF G1 SPECIFICATIONS 8. SHEET INDEX Ct = THERMAL FACTOR = 1.2 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR S1 OF S6 COLUMN PLAN, ELEVATIONS 2x6 NO. 1 SYP 1650 PSI Cs = ROOF SLOPE FACTOR = 1.0 THIS BUILDING WAS PREPARED BY ME OR UNDER MY 2x8 NO. 1 SYP 1500 PSI Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 1.0 = 13.44 PSF DIRECT SUPERVISION AND THAT I AM A D �usu�aoea�i S2 OF S6 TRUSS PLAN, RAFTER TRUSS DRAWING, & DETAILS 2x10 NO. 1 SYP 1300 PSI LICENSED/REGISTERED PROFESSIONAL owFItv Y � S3 OF S6 SI(DEWALL SECTION A, COLUMN FASTENING DETAILS, STILT 2x12 NO. 1 SYP 1250 PSI , ���• L. S� 0 ��� DETAIL y � r ALL 1950f MSR SYP 1950 PSI p co ��O. r S4 OF S6 COLUMN DETAILS, FASTENING SCHEDULE 1 1/2"x16' LAMINATED VENEER LUMBER 2800 PSI - Z' z 3 1/2"x15' GLU-LAM 1650 PSI RONALD L. SUTTON, P.E. " 2P,• •Ab. .1cb• `L 5 1/4"x 16 1/2" GLU-LAM 2400 PSI DATE:c5.o4•6�. REG.# ,,,�� o� 5 1/4"x 19 1/2" GLU-LAM 2400 PSI ''`q'egar�y a��e�eee9�e, SCALE.-AS NOTED NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. SHEET NO. Gl of Gl �OFFICE.- CUTCHOGUE, NY (_ JOB NO. 128-0875 0 o C'7 0 1 l'-10 1/2" 1 l'-10 1/2" N 2 ua Ai S4 I _ o S3 , „ COLUMN PLAN LEGEND 11 - 101 /2 11 - 101 /2 � N NO 18"R 18"R 18"R0 p - 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT M � 132N H.C. ® -3-2x6 LAMINATED COLUMN LOCATION W/ 2x6 TREATED SPLICEC14 Q_ w STIFFENERS STIFFENER W/4'-6"EMBEDMENT m 0 0 ® -3-2x6 TREATED LAMINATED COLUMN LOCATION (CREW BUILT) W/2x6 O 1 t18 TREATED SPLICE STIFFENER W/ 4'-6" EMBEDMENT z S4 a -2-2x6 TREATED LAMINATED COLUMN LOCATION (CREW BUILT) Z 18"R 18"R - 8 M C - ROOF LAP RIB SEALNT TAPE r "THICK MINIMUREAD]-MIX CONCRETE ' ` J O 18"R 0'-0" ® 0'-0" BELOW BOTTOM OF LOWER COLUMN WITH v ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). J PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 'J v 1 1'-10 1/2— — —I — 1 1'-10 1/2' z LOWER COLUMN IN ONE OPERATION. z _� 4� Lli W CN QD Q SELECT LABEL Z 0 SCALE: w 1' 4' 16' Zu Z) w CL O '- " 10 10:� w Lu �-- o � = o w U o moo_ W � X � m W zo CD T#8 RIDGECAP 12 1 1 1 = 12 9 —,3 C:) 'L 'u, EAVE TRIM T#16 GABLE TRIM CL N T#21 CORNER TRIM1 T#21 CORNER TRIM 1 1 g HI-RIB STEEL SIDING HI-RIB STEEL SIDING —� J LIVE LOAD SF T#167 BASE TRIM T#167 BASE TRIM >. z DEAD LOAD CEILING LOAD - PSF TOTAL LOAD 24 PSF DRAWN BY.' BISHOP NORTH ELEVATION EAST ELEVATION DATE: 04/25/11 CHECKED BY.' AF DATE. 04/29/11 REVISED DA TE: ---- REVISED DATE.' ---- REVISED DA TE.* ---- 12 12� REVISED DATE.' ---- 773� 9 �Qyt!!6�S 118 O -�• a '0 O• * _ raaeerseeFh . SOUTH ELEVATION WEST ELEVATION SCALE. AS NOTED SHEET NO. S 1 OF S4 OFF/CE.• CUTCHOGUE, NY JOB NO. 04 128-0875 0 o � � 0 1 1'-10 1/2" 1 1'-10 1/2" N TRUSS LOCATION DIMENSIONS Ln 1 A 2x6 BEV. FASCIA 0 S2 I a- •Mo a M Q_ fy O O O CUSTOM 14'-10 1/2" RAFTER TRUSS =D en m O � Q (7) 20d R.S. NAILS w .............................................. .............................................. � Z O UfL J 3-2x6 CORNER COLUMN .J TRUSS/BRACING PLAN w w 2' 8' DETAIL A (1) 0.135"x 1 1/2" R.S. NAIL IN EACH W SCALE: m I I SCALE: 1 1/2"= V-0" SIDE TAB OF CLIPS * //WIIC� L 1' 4' 16' V �T Q Z w ............ 0 0 r2x6 PURLIN v ° r _< z U o ° LLJ U o :p Lo TRUSS D4� J TRUSS/BRACING PLAN LEGEND _ 0 Lu U i - CUSTOM 14'-10 1/2" RAFTER TRUSS (2) 0.135"x 1 1/2" R.S. NAIL IN EACH Q r1_100 o V-2x4 TRUSS TIE SIDE TAB OF CLIPS * Lu * NOTE: > 0 ALWAYS USE A TOTAL OF (12) 0.135"x 1 1/2" R.S. NAILS PER PURLIN W Z m m _ w 2x6 PURLIN CLIP DETAILS Z w 0 N w N w o LIVE LOAD 20 PSF Z Q DEAD LOAD 4 PSF 1 1X1 1 PI. 2x4 PRE-NOTCHED TRUSS TIES CEILING LOAD - PSF TOTAL LOAD 24 PSF °oge og 12 °0000''°° 2�-� 9 • • DRAWNBY.• BISHOP ° ,°°° 12 2X12 2250 MSR ° ° ° /o,0 33_5/$„ DA TE.* 04/25/11 FASTEN TIES AT EACH TRUSS 3 lsyA CHECKED BY. AF °%% WITH (1) 30D R.S. 8. (2) 0000:000° 2X6 NO. 1 SYP 0000° ° ° 6-5/8" 16D R.S. NAILS DA TE., 04/29/11 G0000000 o. °0000° ---- 8x13 PI. „ 5X10 5X10 REVISED DA TE., � REVISED DA TE: ---- 10" 12 PI. PI• 206Q Claw Clip Left and Right REVISED DA TE.- 1110-1 /2" 3'0" ---- BOTTOM CHORD OF TRUSS REVISED DATE.' ---- OF N/E fir _., 14'10-1/2" � • • `�° C' � '•°� 2x4 TRUSS TIE DETAIL ;° " 0: FOR BUILDINGS WITH 2x6 PURLINS �� • '�: ,g CUSTOM 14'- 10 1 /2" RAFTER TRUSS / TE S SCALE: 1/2"= 1'-0" ( 1 cis , SCALE.-AS NOTED SHEET NO. S20F S4 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-0875 CONDITIONS MAY REQUIRE MODIFICATIONS. iQ T#8 RIDGECAP ® (2) 1/2"x5 1/2" M. BOLTS & o RAFTER IN COLUMN (4) 20d R.S. NAILS U v SADDLE 2x6 PURLINS 23-5/8" O.C. 12 LAMINATED COLUMN (NO. 2 SPF) a_ N c� 9 M 12 Q_ w FLOUROFLEX HI-RIB STEEL 31 m OD T#78 EAVE TRIM SEE FASCIA DETAIL w - Z 10" CUSTOM 14'-10 1/2" RAFTER TRUSS V m 2x4 TRUSS TIE 3'-0" 4'-6" U °- 2x6 BEV. PURLIN _j J 1/2"x 5 1/2"M. BOLT & z (4) 20d. R.S. NAILS 2x6 TREATED FACEBO.4RD 7-3" 2x4 L-NAILER (2100 MSR SPF) © 3-2x6 TREATED LAMIN,NTED COLUMN z - R3 CHANNEL (CREW BUILT) W/2x6 1REATED SPLICE W l l l STIFFENER (SEE DETAIL 8'-9" :E L1 1 KYNAR HI-RIB STEEL Q L1J Z R4 ANGLE (D " Q :. 9'-0 :,. KYNAR HI-RIB STEEL 8'-0" 3-2x6 LAMINATED COLUMN W/ 2x6 1 1 1 TREATED SPLICE STIFFENER Q Z o t;:., •o DOUBLE TRUSS �"" (5) ROWS 2x8 UNTREATED T&G s0 Q 132N STALL H.C. STIFFENER f•— O U 2x6 FASCIA W T#1448. 146 TREATED LAMINATED U _ 18" LOWEST 18" LOWEST O MEMBER CUT-OFF (3) ROWS 2x8 TREATED T8�G SPLASHBOARD s0 MEMBER CUT-OFF FASCIA DETAIL COLUMN DETAIL v —' T#167 BASE TRIM SCALE: 1 1/2"= F-0" Z W F— O 0:� = O Lu U Q � o > � o 4'-6" 4'-6' J co TREATED COLUMN STIFFENER APPLIED Ll Z O 6" LONGER LOWER 6" LONGER LOWER UPPER COLUMN ON THE RIGHT SIDE OF THE COLUMN m 13- ASVIEWED FROM THE INSIDE. (SIDE WITH THE LOWEST SPLICE CUT) 450 BEVEL AT TOP 218M (14 GA.) COLUMN STILT ® 218M (14 GA.) COLUMN STILT Q W 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) °- BELOW BOTTOM OF LOWER COLUMN WITH BELOW BOTTOM OF LOWER COLUMN WITH o 18"0 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). 18"0 ADDITIONAL CONCRETETO TOP OF 218M STILT (9"±). 1 L 1 5? PLACE CONCRETE BELOW AND ABOVE BOTTOM OF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF _J LOWER COLUMN IN ONE OPERATION. LOWER COLUMN IN ONE OPERATION. LOWER COLUMN _l CROSS SECTION A z Z SCALE: 1/2"= 1'-0" LOWEST SPLICE CUT 6-0" NOTE: e5RAWN BY.• BISHOP NAIL STIFFENERS TO BUILDING 3-2x6 LAMINATED COLUMN COLUMNS 8"O.C. STAGGERED WITH DATE.' 04/25/11 INSIDE OUTSIDE 0.131"x 3 1/2" HOT DIPPED CHECKED BY.• AF 1 1/4"xl 1/4"xl 4 GA.SUPPORT ANGLE s� GALVANIZED (HDG) RING SHANK FASTENED TO COLUMN AT EACH r s NAILS. PLACE 6 ADDITIONAL NAILS DATE.' 04/29/11 CORNER WITH (3) .148"0 x 2" s� 3-2x6 LAMINATED / ��� — NEAR THE COLUMN SPLICE. ' STAINLESS NAILS. (12 TOTAL NAILS REVISED DATE. ---- — PER COLUMN) 5� 22 NOAILSMN , • �s �� G REVISED DATE. ---- 14 GA. CHANNEL WITH 114" PLATED ��r 1 0' RIVET TO SUPPORT ANGLE s 18 NAILS 45° BEVEL ON BOTTOM �F 40 REVISED DATE.' NAILS TOTAL s ST - UNDISTURBED SOIL NG REVISED DA TE: ---- STILT INSTALLATION 6fsP1,o� A� °F lOEf Sr 4'-6" ,Rw��S . .' 1. INSTALL PRESSURE TREATED � .•�"QyD ":'; _:•, LOWER COLUMN WITH STILT IN THE O. 3� AUGERED HOLE. INTERIOR , "16 5771 .• �e 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. <. EXTERIOR NOTE: �4"«►!ie '� 3. BACKFILL AND COMPACT THE NAIL KEY FOR FOOTING DIAMETER, STILT SPECIFICATIONS, ^^ ` ANNULAR SPACE AROUND THE p 0.148"x 4" (20d) NAILS AND AMOUNT OF READI-MIX, SEE PLANS. OS ©`1" COLUMN TO GRADE WITH SOIL 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS STILT ISOMETRIC AUGURED FROM THE SITE. COLUMN SPLICE STIFFENER DETAIL 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2" = 1'-0" SCALE.'AS NOTED SHEET NO. S3 OF S4 OFFICE: CUTCHOGUE, NY JOB NO. 128-0875 0 U • %0 Q_ N 01 O 1..J.. w CUSTOM 14'-10 1/2" RAFTER m ,�— TRUSS (ABOVE; FASTEN TO COLUMN W/ (6) 20d R.S. NAILS) O Z II � z KYNAR HI-RIB STEELf Q U �../ R4 ANGLE 8' _ _ _ _ __ _ 2-2x6 TREATED COLUMN I J C 3-2x6 LAMINATED COLUMN W/2x6 (CREW BUILT) I f— KYNAR HI-RIB STEEL —� v TREATED SPLICE STIFFENER I Z 2x6 TREATED FACEBOARD 3-2x6 LAMINATED COLUMN W/2x6 R4 ANGLE 8' ----�I� Z TREATED SPLICE STIFFENER I 2x8 TREATED FACEBOARD T#21 CORNER TRIM W LuR4 ANGLE 8' R4 ANGLE 8' Lu 1/2"x6" OSB STRIP 'w Z FRONTWALL COLUMN DETAIL # 1 - BACKWALL COLUMN DETAIL #2 RIP IN HALF V SCALE: 1 1/2"= l'-O" SCALE: 1 1/2"= F-0" Q QD:.. CORNER DETAIL #3 ; Z SCALE: 1 1/2"= 1'-0" Qz <: LLi `u W ` O ~ `Lo � w w �— o CL/ o w U D moo_ w � X J m w Z o m LSU oN W CL oN LLJ 8 ROOF STRUCTURE FASTENING SCHEDULE Z O T#8 RIDGE CAP #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"O.C.) ® HI-RIB STEEL TO 2X6 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"O.C.) DRAWN BY.• BISHOP ® 2x6 PURLINS TO TRUSS (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS DATE: 04/25/11 WALL FRAMING FASTENING SCHEDULE CHECKED BY.• AF DATE: 04/29/11 ® COLUMN STILT (14 GA.) TO COLUMN (12) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS REVISED DA TE: ---- Q 2x8 SPLASHBOARD TO COLUMN x RING SHANK x 4" (20d) RING SHANK GALVANIZED NAILSA A D CONNECTION REVISED DATE.' ---- Q NAILER TO COLUMN (4) 0.148"x 3-1/2" (20d) RING SHANK NAILS @ SPLICE/ (4) 0.148"x 3-1/2" (20d) RING SHANK NAILS @ STANDARD CONNECTION REVISED DATE. ---- Q HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"O.C.) REVISED DATE. ---- a"ee"rra OF fyFdy'yyr r �♦ SGA lo-oh� �g •m t w —1' * c SCALE.'AS NOTED SHEET NO. S40F S4