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TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43895 Date: 06/21/2019 Permission is hereby granted to: Renewal Date: 08/03/2026 Longdog Acres LLC 14380 Oregon Rd Cutchogue, NY 11935 To: (ready drawer)make alterations/repairs to an existing accessory barn as applied for. Premises Located at: 14380 Oregon Rd, Cutchogue, NY 11935 SCTM#84.-1-12.5 Pursuant to application dated 06/12/2019 and approved by the Building Inspector. To expire on 08/02/2028. Contractors: Fees: ELECTRIC-Residential wwwww_..............m .__ .. wwwwwwwwwwwwwwwµ......................._ .___._._._.....____._._....._...$175.00_.N Renewal Fee $92.50 Total $267.50 Building Inspector 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 4 sets of Building Plans _ TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownrily.gov PERMIT NO. > .................... Check . .............................. Septic Form, N.Y.S.D.E.C._ .... .................. Trustees .. ......... C.O.Application-_ Flood Permit Examined—— 20....... Single&Sep arale Truss Identification Form Storm-Water Assessment Form Contact: Approved, 20 Mail to: Disapproved a/c-- ...... Phone: Expiration,,,_ 20 7'J Building Inspector APPLICATION FOR BUILDING PERMIT Date March 1 12019 INSTRUCTIONS a.This applicationMUST ae completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 inspectioi s. J (Signature of or applicant if, corporation) PA0&Uq-0VL%001�-C&P 0� (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder go=Alm Name of owner of premises. Long Dog Acres 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. Plumbers License No. Electricians License Other Trade's License No.- 1. Location of land on which proposed work will be done: 14380 Oregon Rd, Cutchogue, NY ............... House Number Street Hamlet County Tax Map No. 1000 Section _Blockt) Lot ............ Subdivision.................. Filed Map No._,,,, _ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Farm Barn b. Intended use and occupancy Horse Barn 3. Nature of work(check which applicable):New Building Addition -Alteration,-X ......................Repair X Removal —Demolition Other Work $200,000 (Description) 4. Estimated Cost Fee .......... (To be paid on filing this application) 5. If dwelling,number of dwelling units NA 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. Dirnensi of existing structures,if any:Front Rear Depth Height, OT 2)k Number of Stories Dimensions of same structure with alteration or additions: Front Rear Depth 11 —Height Number of Stories 8. Dimensions of entire new construction:Front —Rear 1 Depth Li Height Number of Stories t 9. Size of lot:Fronts Rear Depth Q,62 r L 3 10.Date of Purchase B 1 V Name of Former Owner MUM,, rtilCHqh- 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOX 13.Will lot be re-graded?YES—...-NO XWilI excess fill be removed from premises?YES NOX 0 AAEW "Ile,0 14.Names of pretilise D�XA6- kM LLCAddress�qlkv P] NO. Name Lm_ �� DE&tI-w AddreAM %LAIC Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO.......... •IF YES, SOtJTI[OLD TOWN TRUSTEES&D,f--,.C. PERMfTS MAY BE REQUIRED. b.Is this property within 300 beet 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. X 18.Are there any covenants and restrictions with respect to this property?*YES—NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) ',rotary Public,state of New York Registration#01 KA6342485 SS: Qualified in Suffolk OU ly COUNTY OF (-.,),nmission Expires nu"111� a n k, being duly sworn,deposes and says that(s)he is the applicant (Name of individual si ning contract)above named, (S)He is the 1" (11(11,10 — 11 —.1111111 1..1 � (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 6 �Iuy of 20 jq- -No ry t zrb4ic,. Signature of Applicant 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:i buildings, property lines,1. Final survey of property with accurate location of all bui ines, streets, and unusual natural or topographic features. 2. 171mal Approval from 1-leattli I)cpt. of water supply and sewerage--disposal (S-9 form), 3. Approval of electrical installation,front Board of Fire Underwriters. 4. Sworn staternent from pturnber certifying that the solder used in systein.contains less than 2/10 of 1% lead, 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Cornplianct froin 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') nou-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and tinusual natural.or topographic features. 2. A properly complete([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 writirig to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swinuning 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, Commercial$15.00- Date, I sill New Construction:�ww Old or Pre-existing Building: (check one 0 Location of Property House No. Street Hamlet Owner or Owners of Property: L-CV%(-- _TX)G PSC-VLJG-S L L. Block V I 1 Suffolk County Tax Map No 1000, Section q Lot 2't — Subdivision Filed Map. Lot: Permit No- Date of Permit. Applicant: !AoVa> Health Dept.Approval: Underwriters Approval: Planning Board Approval- Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Scott A. Russell 10 SUFFQt STO]KIA�]MATIER_ SUPERVISOR A\4[A�N A�G1ET\\41.ENT SOiTI HOLD TOWN HALL-P.0.Box 1179 - ] 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town+Own of Southold CHAPTER 236 - STOR W TER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No E]5 A. Clearing, grubbing, grading or stripping of land which affects more 0s squa re feet of round surface. DEr5 00 g than q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E] C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El EQ�E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes In-kind replac ement of impervious surf a ces. If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, y Tax Map Number! p 236 does notes 1 to protect. Signature, Contact information, one or e, lease submit Two copies of a Stormwater Management S a t r Ma your � tanswered YES � Date & Count formation ap er� a pp �• nag nt Control Plan you more of the above, p and a completed. Check List Form to the Building Department witiTy—our Building Permit Application. ....,_ .. ' I)eslr i�t^,sYrru'7 h ra[, o�xP�rarnr. APPLIC.'Vfl'. (PT-o pert owner, o _ — S.C.T.M. #: 1000 Date l Q t "� r. Sn Other) .�,...,.. ..�. �3y �irl ct 0 HAMIkr 0L_%P1r16w%C;1_ Section Block 1 I L1o�t ._. ro'a meU — FOR BUILDING DEPARTMENT USE ONL CORIBC[Information y„w �as+kuet d Reviewed By: .. ...�...�.. Date: Przi .,rt: Address 1 Location of Construction Work: — ��{ a b' Required. .. ...^ .� ..�.. Storn��atet�Approved �M�an�c a.tTaent Cr processing ontrol Plan P��t Required. ._ ElStormwater Management Control Plan is Required. Review.) �...: . . (Forward d to Engineering department for Rey i FORM - SMCP-TOS MAY 2014 1 V � J _ _ _ 12 z - JU- - JULL ------- J11L [IL JUL 3 18 '- 113/4 " 25 '- 1 3/4 " 18 '- 10 1 /2 l< ti 42 1. 11 63 1_ 11 14380 OREGON ROAD BARN REKIOVATIONSTRUCTURAL & CIVIL DESIGN CODE COMPLIANCE DUNE 2, 2019- FOR PERMIT +v SOUTHOLD CONSTRUCTION DESIGN CUTCHOGUE NY o SCALE 1 /2 1 ,_�„ , 5r 1 r 3ERMAN ENGINEERING 35B& � & CONSULTING DESCRIPTION EXISTING FRONT ELEVATION 14380 ORE,GON RD OpESs`O� 14 NELMAR AVENUE ST AUGUSTINE, FL 32084 PROJECT LONG DOG ACRES LLC CUTCHOGUE, NY 631.831.3872 DETAILER A-0UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW PROJ MANAGER JAN 26, 2019 42 21 31 1.3' 13' 16 iD -E ............ ............. .... . ................................................................................................... ........................................................................................ ............. ........................I.................................................................... ........................................................................................................... .. ......... . . ............... . .SLIDING DOOR . . .............. . .. . .. . . . .. ... ...... ........ ......... --... ................. ............................. ............................................................................................................................................................... .............................................................. ............... ......................... .... ....................................... ............--................................................ ................. ..................................................................... ........... .............................--........-........... ..................-............. ..................... ........... .................................................. ................................ .................................... ................................................................................................ .......................... ........................................................................................................................................................................................ .. ....................................................................................................................................... ...................................................... ............ .................................................................................... ................................................................. ....... ....... .................... ................................................................................... .................. ............................................... ....................... ...................................... ........................................................ ...........-.-............................................................................................................. ......................................--............................................................................................... .................................................................................................................................................................................................................................... . ............................. ............. ............................................... ------ ...... ............................... .............. .............................................................. ....................................... ...................... ............................................................. .......... ....................................................... ...............................................1.1-11-1111111.................................................................................................. ....................................................................-................................ ........ ............................................................................... ...................... ............ ................................................................. ............. .................................................................. ........................ ...................... ..................................................... LOFT STORAGE OPEN BARN LOFT STORAGE ABOVE OPEN BARN ABOVE OPEN BARN PLAN PLAN. 12v 411 131411 151 8" 42' 63' NORTH ELEVATION SCALE 14"= 11-055 .............. ......... ....... ...... ....... ......... ................... . ............................. . . ................................ . .............................................................................. ................ 7. 7....... ............... ...................... 7 ............ -...... 7 7 7 .........- ........ ................... ............ ................. .............................. ................... ............ .................................................. ........ ................. ............. ............................................. ........ ..... ............. -------........ ............ .................... ............... ....... . ....................... ..................... ....... .. ............ ...... ................................ -77 777 L .4- .1. L:-::L.: ........................................ z- ....... ............................ ........ ............. ................ ........... ...................... . ............ OPEN SPACE ............ ------------------- -------- --- ...... ... .............. ------ ............... ....................................... ................................. ............. .......... L ...................... VERHEAD STORAGE BARN ------ ............. .............. ............. .................. .............. =7-77-777 ........................................ ............. ............ .............. ...... ............... 7-- . .........:..i............ ............................ .................. ......... ............ .......... ............... ........:........ ................ 7 ------- .............. ...................- I.................... ......... ------- ................... ....... ............... ......... ...... ................. ..............................:7- 7=7- ................... ...... ................................. ...................................... .............. ............... ...... 7' ------ .................................. .............. ............ d'. 7:7 a................... ----------- ...........L '77: 7. 7::: 7 7777rp --------------------...................................... .........-------- ................................... ..................................................... .. .............................. EXISTING BARN FLOORPLAN SCALE 1/4"= F-01" OPEN BARN 1092 SQ FT STORAGE BARN 1869 SQ FT 631 > LOFT STORAGE 728 SQ FT SOUTH ELEVATION TOTAL SPACE 3689 SQ FTI SCALE 1/411= 1 1-0111) STRUCTURAL & CIVIL DESIGN CODE COMPLIANCE R AN F., ............... w. - ----- ro. 7-47.71 ................... -::7w:: ..................... ............. ....................................... r 1 77-7 ................... ........... - .. - - - ::: -- - --++--------.---=-.---' 7+ _7 7 7--: ......................... ........... .................. .............. LLJ "o, .......... ...................... SHERMAN ENGINEERING ............... 35 & CONSULTING 14 NELMAR AVENUE FESV) ST AUGUSTINE, FL 32084 631.831.3872 JUNE 2, 2019- FOR PERMIT CONTRACTOR SOUTHOLD CONSTRUCTION DESIGN j< 47' >1 471011 DESCRIPTION EXISTING BARN CONDITIONS 14380 OREGON RD EAST ELEVATION WEST ELEVATION PROJECT LONG DOG ACRES LLC CUTCHOGUE, NY SCALE 1/4"= r-o" SCALE 1/4"= F-0" SCALE 1/4"= 1 5-091 DRAWN BY JPO A- 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW PROJ MANAGER DATE JAN 26, 2019 ----- ... _............................................................................................ .I .I. . ................ ....--........ .. ............. ..... .....-.......-..........I. .......-I......_.._ .. . .. . . .. _. - . -. ........._..__.........._...............................-........_............ ................................................ ........................................_......-.. . .. --b.......................... _...... ..._ .... .. I. . ........1. 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EXISTING ROOF FRAMING TO REMAIN PROPOSED HAY LOFT PLAN- SECOND FLOOR SCALE 1/4,55= 19-01)5 STRUCTURAL & CIVIL DESIGN CODE COMPLIANCE cV.R 11A sv JUNE 2� 2019- FOR PERMIT s Y'l c SOUTHOLD CONSTRUCTION DESIGN SHERMAN ENGINEERING 35 A & CONSULTING DESCRIPTION FESSO 14 NELMAR AVE,NUE SECOND FLOOR PLAN 14380 OREGON RD ST AUGUSTINE, FL 32084 PROJECT LONG DOG ACRES LLC CUTCHOGUE, NY 631.831.3872 DETAILER UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW PROJ MANAGER JAN 26, 2019 A-4 STEEL WALL CHANNEL `t rA� B i I 1 A 7 Ii 2X8 T&G WALL BOARDING 1 SET INTO STEEL WALL 1 CHANNEL., 1 63 ft IT-8 1/2" 2-83/4 2'6 4 "-rr IT-6 1/4 ! 6'-13 —' -- - — - - - ----- ----- 3/4 ` , 1 w STEEL CHANNEL AT 1�� . ! WALL BASE ra i CONCRETE SLAB WITH ! 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EDUCATION LAW DATE JAN 265 2018 EXISTING FOUNDATION 4x 2x,6 63' SIMPSON PB66 10-J J/4" 13'-9 34" POST BASE MD 4" CONCRETE EXISTING DOOR (4)-2X4 STUDS(TYPICAL) .............................................. 24" 4t I V-1 V411 13'-10 8X8 WOOD COLUMN J L 24" 0 0 0 0 NEW 16"X 12"HAUNCH AT SLAB -------- All 36" NEW 16"X 12" HAUNCH AT SLAB DETAIL POST/FOOTING DETAIL AT 2X6 BUILT UP COLUMN NEW 16"X 12"HAUNCH AT SLAB (4)-2x6 STUDS 2X4 STUDS(TYPICAL) DETAILA DETAIL B\ 8X8 WOOD COLUMN M L ------ ------------' ----------- 10'-1010'-6 NEW 16"X 12"HAUNCH AT SLAB EW 16"X 12"HAUNCH AT SLAB EXISTING DOOR 4x 2x6 8X8 WOOD COLUMN 8X8 WOOD COLUMN /8X8 WOOD COLUMN 8X8 WOOD COLUMN------------ SIMPSONABU88 POST BASE I. ..... 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EDUCATION LAW GENERAL CONDITIONS FOUNDATION DAMP PROOFING UNLESS OTHERWISE NOTED, GENERAL INSTALL TWO LAYERS OF TROWELED ON CONDITIONS OF THE CONTRACT FOR FIBERGLASS MASTIC. (FED. SPEC. S.S.C. CONSTRUCTION, AIA DOCUMENT-201 153 TYPE-1) MEMBRANE TO BE 4/87 SHALL APPLY. THE CONTRACTOR CONTINUOUS FROM TOP OF FOUNDATION SHALL OBTAIN CERTIFICATE OF AND EXTEND TO LAP EDGE OF FOOTING. OCCUPANCY. SUBSTITUTIONS SHOULD NOT BE MADE WITHOUT WRITTEN FRAMING AND ROUGH CARPENTRY AUTHORIZATION BY THE OWNER. THE JOISTS RAFTERS AND STUDS SHALL BE PREMISES SHALL BE KEPT REASONABLY CONSTRUCTION GRADE DOUGLAS FIR 1100 CLEAN AT ALL TIMES. AT THE PSI. ALL WOOD SILLS AND WOOD IN COMPLETION OF WORK, THE CONTRACTOR CONTACT WITH MASONRY SHALL BE CCA SHALL REMOVE ALL WASTE MATERIALS, TREATED. ALL EXTERIOR SHEATHING SHALL TOOLS, RUBBISH, ETC., CLEAN GLASS BE 1/2 CDX DOUGLAS FIR PLYWOOD UNLESS AND LEAVE WORK BROOM CLEAN UNLESS NOTED OTHERWISE. SUB-FLOORS TO BE OTHERWISE SPECIFIED. THE CONTRACTOR 3/4" CDX PLYWOOD EXTERIOR SHEATHING SHALL CARRY WORKMAN'S TO BE COVERED WITH "TYVEK" HOUSE WRAP COMPENSATION AND GENERAL LIABILITY OR APPROVED EQUAL. BLOCK STUD WALLS INSURANCE. ALL SHALL COMPLY WITH AT 1/2 STORY HEIGHTS AND AT ALL STATE AND LOCAL CODES AND UNSUPPORTED EDGES OF PLYWOOD. PROVIDE ORDINANCES. PROOF OF COMPLIANCE SOLID BLOCKING AND DIAGONAL BRACING OF TABLE 3.1 NAILING SCHEDULE AS PER ANSI/AF&PA WFCM TO BE PROVIDED TO OWNER UPON FLOOR JOISTS AT 8' O.C. MAXIMUM AND NUMBER OF REQUEST. THE CONTRACTOR SHOULD SOLID BLOCKING UNDER ALL UNSUPPORTED JOINT DESCRIPTION COMMON NAILS NAIL SPACING FULLY GUARANTEE HIS WORK AND THE EDGES OF PLYWOOD. ALL CAP PLATES TO ROOF FRAMING WORK OF HIS SUBCONTRACTORS FOR A BE DOUBLED AND NAILED BOTTOM CAP RAFTER TO TOP PLATE (TOE-NAILED): (4) 8d PER RAFTER PERIOD OF ONE YEAR AFTER PLATED TO END OF STUDS. LAP CAP CEILING JOIST TO TOP PLATE (TOE-NAILED): PER JOIST COMPLETION OF THE PROJECT UNLESS PLATES AT CORNERS. WHERE FLUSH CEILING JOIST TO PARALLEL RAFTER FACE NAILED): PER LAP OTHERWISE SPECIFIED. ALL WORK SHALL FRAMING OCCURS, USE MIN. 16GA SHEET CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): (4) 16d PER LAP BE PERFORMED IN ACCORDANCE WITH METAL JOIST HANGERS BY "TECO" OR BLOCKING TO RAFTER (TOE-NAILED) 2) 8d EACH END GOOD BUILDING PRACTICES. THE APPROVED EQUAL. ALL CORNERS TO BE RIM BOARD TO RAFTER (END NAILED) 2) 16d EACH END CONTRACTOR SHALL INDEMNIFY AND MINIMUM (3)2X STUDS. HEADERS SHALL BE WALL FRAMING HOLD HARMLESS THE OWNER, MINIMUM 22X6 UNLESS NOTED ON PLANS. TOP PLATE TO TOP PLATE (FACE NAILED) 2) 16d PER FOOT ARCHITECT, ENGINEER AND THEIR ( ) TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) 16d JOINTS - EACH SIDE AGENTS AND EMPLOYEES FROM AND MINIMUM BEARING FOR STUDS, JOISTS AND STUD TO STUD FACE NAILED z 16d 24" O.C. AGAINST ALL CLAIMS, DAMAGES, LOSES BEAMS SHALL BE 3 1/2". USE. DOUBLE HEADER TO HEADER (FACE NAILED) 16d 16" O.C. ALONG EDGES JACK STUDS FOR HEADERS OVER FIVE FEET TOP OR BOTTOM PLATE TO STUD (END NAILED): (2) 16d PER 2x4 STUD J AND EXPENSES, INCLUDING ATTORNEYS LENGTH. SEE NAILING SCHEDULE NEW (3) 16d PER 2x6 STUD FEES ARISING OUT OF OR RESULTING 4) 16d PER 2x8 STUD FROM THE PERFORMANCE OF THE WORK YORK STATE CODE. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, (2) 16d" PER FOOT PROVIDED THAT ANY SUCH CL IM, GLASS WINDOWS AND DOORS ENDJOIST, OR BLOCKING (FACE NAILED) DAMAGE, LOSS OR EXPENSE (A) IS TO BE INSTALLED AS PER SECTIONR308 FLOOR FRAMING ATTRIBUTABLE TO BODILY INJURY, OF THE RESIDENTIAL CODE OF N.Y.S. ALL JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4 sd PER JOIST SICKNESS, DISEASE OR DEATH OR TO GLASS IS TO BE INSULATED LOW-E BRIDGING TO JOIST TOE NAILED) (2) 8d EACH END UNLESS OTHERWISE SPECIFIED. GLASS BLOCKING TO JOIST TOE NAILED) (2) 8d EACH END INJURY TO OR DESTRUCTION OF BLOCKING TO SILL OR TO TOP PLATE TOE NAILED 3) 16d EACH BLOCK TANGIBLE PROPERTY (OTHER THAN THE SUBCONTRACTOR SHALL NOT INSTALL LEDGER STRIP TO BEAM (FACE NAILED) (3) 16d EACH JOIST WORK ITSELF INCLUDING THE LOSS OR GLASS UNTIL PROPER CLEARANCES ARE JOIST ON LEDGER TO BEAM TOE NAILED) 3 Bd PER JOIST USE RESULTING THEREFROM). (B) IS PROVIDED. ALL SLIDING GLASS DOORS, BAND JOIST TO JOIST END NAILED 3) 16d PER JOIST SKYLIGHTS AND/OR WINDOWS AS BAND JOIST TO SILL OR TOP PLATE TOE NAILED (2) 16d' PER FOOT CAUSED IN WHOLE OR IN PART BY ANY / SHALL BE INSULATED ROOF SHEATHING NEGLIGENT ACT OR OMISSION OF THE REQUIRED BY CODE, GENERAL WIND PROTECTION CONNECTION NOTES CONTRACTOR, ANY SUBCONTRACTOR, TEMPERED GLASS. ALL GLASS DOORS STRUCTURAL PANELS 8d 6" EDGES Adapted from Standard for Hurricane Resistant Residential RAFTER CEILING SHEATHING Construction; SSTD 10-99 and 2001 SBC (High Wind Edition Wood ANYONE DIRECTLY OR INDIRECTLY AND WINDOWS SHALL BE INSTALLED IN Frame Construction RAFTER STRICT ACCORDANCE WITH THE GYPSUM WALL BOARD 5d COOLERS 7" EDGE 10" FIELD Fasteners and Connectors for Wood Frame Construction RAFTER EMPLOYED BY ANY OF THEM, OR WALL SHEATHING RIDGE MANUFACTURES SPECIFICATIONS. ALL 1. A continuous load path between footings, foundations walls, TOP PLATE ANYONE FOR WHOSE ACTS ANY OF THEM P 9 MAY BE LIABLE REGARDLESS OF WINDOWS ARE TO BE CAULKED AND STRUCTURAL PANELS - SHEAR REQUIRES MIN. PLY 8d 6- EDGE 12" FIELD floors, studs and roof framing shall be prcovided. TOP PLATE---p WHETHER OR NOT IT IS CAUSED IN PART SEALED AS PER N.Y.S. ENERGY GYPSUM WALL BAORD 5d COOLERS 7 EDGE 10 FIELD CONSERVATION CODE REQUIREMENTS. FLOOR SHEATHING 2. Approved connectors, anchors and other fastening devices not WALL STUD BY A PARTY INDEMNIFIED HEREUNDER. included in the Standard Building Code, Talble 2306.1 shall be WALL STUD ALL MATERIALS, ASSEMBLIES, AND PROVIDE FLASHING PANS UNDER ALL STRUCTURAL PANELS s" EDGE / 12" FIELD installed in accordance with manufacturer's; recommendations. SLIDER, DOORS, AND WINDOWS WITHIN A 1 INCH OR LESS 8d METHOD OF CONSTRUCTION INCLUDING GREATER THAN 1 INCH 10d 6" EDGE / 6" FIELD 3. Metal plates, connectors, screws, bolts, and nails exposed TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION BUT NOT LIMITED TO FORM-WORK, 6 OF AN EXTERIOR SURFACE. ALL 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL directly to the weather or subject to salt (corrosion in costal BLOCK-WORK, FRAMING, NAILING, EXTERIOR DOORS ARE TO BE FULLY SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS areas, shall be stainless steel or hot dipped galvanized. PLACING OF CONCRETE, ETC. ARE TO BE WEATHER-STRIPPED. PROVIDE ALL FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4. Where windows and doors interrupt wood structural panel CAREFULLY SUPERVISED BY THE SCREENS AND HARDWARE AS REQUIRED. sheathing and siding, framing anchors or (connectors shall be CONTRACTOR TO BE SURE THEY ARE IN ALL GLASS IS TO BE FREE OF 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE provided at the top and bottom of cripple studs, header studs, ACCORDANCE WITH THE DR-WINGS, SCRATCHES AND IMPERFECTIONS AND PERMITTED TO BE REDUCED TO (1) 16d NAIL PER FOOT. and at least one stud at each side of opening. SPECIFICATIONS, APPLICABLE CODES AND GUARANTEED BY THE MANUFACTURER g p opposing 2ND. FLOOR WALL STUD KING STUD RAFTER TO TOP PLATE f CEILING JOIST TO TOP PLATE JOINT NOTES (TA.BLE 3 3A�41�SI/AF&PA WFCM): 5. Ride straps shall be attached to each pair of o eosin rafters GOOD PRACTICE. DEVIATIONS FROM THE FOR A PERIOD OF NO LESS THAN 5 except where collar ties of 1x6 or 2x4 lumber is located in upper -tOd BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d COMMON NAILS third of attic space and attach to each pair of rafters. WOOD JOIST WOOD JOTS 2ND. FLOOR PLATE CRIPPLE STUD DRAWINGS AND SPECIFICATIONS WILL NOT YEARS. DOOR AND WINDOW p SUBFLOOR -0 MANUFACTURER TO BE DETERMINED BY -WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 6. Uplift connectors shall be provided at each rafter bearing. BLOCKING RIM BOARD HEADER BE PERMITTED WITHOUT WRITTEN AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED JOIST HANGER AUTHORIZATION OF THE OWNER. THE OWNER. 7. Floor to floor hold-downs to be provided every 48, and every CONTRACTOR SHALL BE RESPONSIBLE -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING 16" within 4' of exterior corners. GIRDER/HEADER 1ST. FLOOR TOP PLATES JACK STUDS ASPHALT ROOF SHINGLES JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE 1!f FOR THE SHOP DRAWINGS WHICH MAY 8. Sill Plate to Foundation Anchorage: Silll plate shall be WOOD GIRDER WOOD JOIST INSTALLED AS PER SECTION R905.2 OF ILING JOIST TO PARALLELanchored to the foundation with anchor bolts having a min. bolt BE NEEDED. ALL DIMENSIONS AND THE RESIDENTIAL CODE OF N.Y.S. ALL (TABLE 3.7 ANSI/AF&PA WFCM-1H5): of 1ST FLOOR WALL STUD CONDITIONS ARE TO BE FIELD VERIFIED. diameter of and x 3" x 1/8" washers. A minimum SLOPED ROOF SHINGLES SHALL BE -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2595 IF NAILS ARE CLINCHED one anchor boOltlt shall bee provided within 6 to 12 inches of each CONTRACTOR TO REMOVE & RELOCATE GAF-CLASS-A ASPHALT ROOF SHINGLES end of each plate. Anchor bolts shall have a minimum TYPICAL HEADER CONNECTION SHALL AS REQUIRED ALL EXISTING WORK WHICH -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER embedment of 7 inches in concrete/ masconry foundations. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER INTERFERES WITH NEW CONSTRUCTION. OR APPROVED EQUAL. SHINGLES OR RIDGE BEAM Anchor bolts shall be located within 12 inches of corners and at BE APPLIED OVER 15# ASPHALT FELT -WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING spacing not exceeding 4 feet on center. WITH GAF-WEATHER-WATCH ICE AND WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED TYPICAL MULTI-STORY CONNECTIONS CONCRETE BLOCK WATER BARRIER APPLIES AT EAVES, PROPORTIONALLY TO THE REDUCTION IN SPAN ALL CONCRETE BLOCK IS TO HAVE VALLEYS AND FLASHING. ROOFING -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES DOUBLE 2X STUD "DUR-O-WALL" REINFORCING EVERY CONTRACTOR TO PROVIDE ALL FLASHING WALL STUD SIMPSON PHD5-SDS3 THIRD COURSE. FILL TROP COURSE NECESSARY FOR A WATERTIGHT, -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS RAFTER TIES ARE LOCATED AT THE PLATE 1ST. FLOOR WALL STUD BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED BOTTOM HIGHER IN THE ATTIC SPACE , WEATHERPROOF JOB. ROOFING IS TO BE THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: SUB FLOOR 5/8" THREADED SOLID. MORTAR MIX TO BE ONE PART PORTLAND CEMENT, ONE PART LIME APPLIED IN STRICT ACCORDANCE WITH DOUBLE JOIST STEEL ROD PUTTY, AND SIX PARTS SAND, 1ST. FLOOR PLATE OR ONE THE MANUFACTURES SPECIFICATIONS. sueFLooR SIMPSON PHD5-SDS3 PART MASONRY CEMENT AND THREE CONTRACTOR SHALL SUPPLY COLOR TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES RIM BOARD PROVIDE HOLD DOWNS AT PARTS SAND. SAMPLES OF THE SHINGLES FOR INSULATION THICKNESS IN INCHES BY PIPE SIZES DOUBLE SILL PLATE ALL CORNERS AND BOTH CONCRETE OWNER'S APPROVAL, PRIOR TO HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS SIDES OF OPENINGS 6' DOUBLE JOIST FOR NON-BEARING WALLS FOUNDATION WALL OR GREATER IN WIDTH NO CONCRETE OR MASONRY WORK INSTALLATION. TEMPERATURE (F) UP TO 1" UP TO 1.25" 1.5" TO 2.0" OVER 2" SIMPSON PHD5-8 SHALL BE DONE DURING TEMPERATURES 170-180 0.5 1.0 1.5 2.0 DOUBLE 2X STUD OF 40 DEGREES F. AND FALLING. NO FIREBLOCKING PROVIDE ICE PROTECTION AS PER R905.2.7.1 HOOKED ANCHOR BOLT 140-160 0.5 0.5 1.0 1.5 WHICH CONSISTS OF AT LEAST 2 LAYERS CONCRETE SHALL BE PLACED ON PROVIDE IN ACCORDANCE WITH R302.11 MIN 12" PENETRATION 100-130 0.5 0.5 0.5 1.0 OF UNDERLAYMENT CEMENTED TOGETHER OR INTO FOUNDATION OF 2015 RESIDENTIAL CODE OF N.Y.S. A SELF-ADHERING POLYMER MODIFIED BITUMEN FROZEN SURFACES. NO ADDITIVES SHALL 1ST. FLOOR TO FOUNDATION CONNECTIONS SPECIFICALLY VERTICALLY AT CEILING DBL. SILL PLATES SHEET TO EXTEND A FROM EAVE'S EDGE TO A BE ALLOWED WITHOUT WRITTEN 3%3"xY2" STL. BEARING PLATE MANUFACTURED TO OVERLAP JOINTS MIN. OF 24" INSIDE THE EXTERIOR WALL LINE PERMISSION OF THE ENGINEER. ALL AND FLOOR LEVELS. BETWEEN TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES BY SIMPSON STRONG-TIE CONNECTORS MODEL No. ( ) OF THE STRUCTURE CONCRETE IS TO BE MIN. 3,000 P.S.I. CONCEALED STAIR STRINGERS AT TOP SILL GASKET J�L� AT C DAYS & 3, E PSI FOR GARAGE AND BOTTOM OF RUN, AT OPENINGS LBPS2 OR APPROVED EQUIVALENT & SHEAR WALL BRACKETS AT CORNERS AND EACH END PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE TERMITE SHIELD R.R. ® 16" O.C. OF WALL OPENINGS 6' LONG OR GREATER. AROUND VENTS, PIPES, DUCTS, CABLES, TYPES RANGE F Vx12" HOOKED ANCHOR BOLT 1 2 CDX PLYWOOD SHEATHING SLAB. PROVIDE ALL SLEEVES AND ( ) 2" RUNOUTS 1" AND LESS 1.25" TO 2" 2.5 TO 4" / � SHEAR WALL CORNER CONNECTION FOUNDATION VENTS AS REQUIRED BY AND WIRES AT FLOOR AND CEILINGS ® 4'-0" O.C. AND 12" FROM CORNERS ASPHALT SHINGLES OVER 15# NYS CODE. UNLESS INDICATED, ALL LEVELS. BLOCKING TO BE 2x WOOD HEATING SYSTEMS AND WALL OPENINGS TYPICAL BUILDING FELT FRAMING OR FIBERGLASS BATT C.J. © 16" O.C. WIND RESISTANT CONSTRUCTION CONNECTORS FOUNDATION FOOTINGS ARE TO BE A LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 ,� INSULATION INSTALLED AS REQUIRED BY MAINTAIN 1" AIR SPACE MIN. 6 DEEP PROJECTING AT LEAST 2 LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 CONNECTION LOCATION: PART NUMBER: NOTES: ON EACH SIDE OF THE FOUNDATION CODE. STEAM CONDENSATE FOR FEED WATER ANY 1.0 1.0 1.5 2.0 FOUNDATION WALL HURRICANE CLIPS RIDGE-TO-RAFTERS CS20 ® 21" APPLY TO EACH PAIR OF RAFTERS ( ) VENTED VINYL SOFFIT WALL. PROVIDE TWO #5 DEFORMED BARS COOLING SYSTEMS ALUMNIUM DRIP EDGE RAFTER-TO-WALL H7 APPLY TO EACH RAFTER CONTINUOUS IN THE FOOTING. ALL 4" PROTECTION AGAINST DECAY SILL PLATES TO FOUNDATION ANCHORING FASCIA THICK CONCRETE SLABS TO HAVE 6X6 PROVIDE PROTECTION OF WOOD IN CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ACCORDANCE WITH SECTION R317 2015 6" ALUMINUM GUTTER 10 10 WELDED WIRE REINFORCING. AND BRINE 120-200 0.5 1.0 1.0 1.5 PLATE-TO-WALL STUD CS20 @ 18" APPLY TO EACH WALL STUD / IRC. PROVIDE PRESSURE PRESERVATIVE ANCHOR BOLTS IN CONCRETE SHALL BE TREATED WOOD IN ALL AREAS WHERE SIDING 2ND. FLOOR TO 1ST. FLOOR WALL CS20 0 36" APPLY TO EACH WALL STUD HOOKED 5/8" X 12" AT MAX. 3' O.C. WOD MEMBERS ARE IN CONTACT WITH GYPSUM WALL BOARD HEADER-TO-JACK STUD CS20 @ 12" APPLY TO EACH JACK STUD PROVIDE BITUMEN EXPANSION JOINTS CONCRETE OR MASONRY. N R2R.o. +r STUDS @ 16" O.C. CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD BETWEEN SLABS AND FOUNDATION 0" MAX. 10" MAX s MAX MAx.- CDX PLYWOOD SHEATHING COVERED W/ TYVEK HOUSE WRAP OR APPROVED SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END WALLS. WATER-REPELLENT SHEATHING WRAP UNDER DOUBLE SILL PLATE NOTE: DESIGN LOADS AND SPECIFICATIONS 1ST. FLOOR-UNDER-SILL PLATE CS20 USE WITH 3" SQUARE WASHERS THIS BUILDING DESIGN HAS BEEN PANEL SPAN PANEL SPAN LOCATE GUTTERS & DOWNSPOUTS TO COLLECT FROM USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. CHECKED FOR COMPLIANCE WITH THE GROUND SNOW LOAD 20 PSF 1' " S 6' x 6 FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. AMERICAN FOREST AND PAPER o o} o s e' NO MORE THAN 600SF OF ROOF AREA NOTES: Lull- I LIVE LOAD 40 PSF ASSOCIATION (AF&PA) WOOD AND FRAME 1. OBTAIN ALL PERMITS PRIOR TO a CONSTRUCTION MANUAL FOR ONE AND THE START OF WORK. R,O. RO- TWO-FAMILY DWELLINGS (ANSI/AF&PA Ift WFCM-2001) WIND SPEED 130 MPH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS _ SEISMIC DESIGN CATEGORY C UG WOODSCREW NOT TO SCALE ROUG WEATHER INDEX SEVERE PANEL DESIGN BASED ON ,D89., H OPENING (4) TW 210410 STRUCTURAL & CIVIL DESIGN MARCH 3, 2019 FOR BUILDING PERMIT FROST LINE DEPTH 3 FEET BUILDING CODE OF NEW YGRK STATE. PANEL CODE COMPLIANCE CONTRACTOR 7/1/ PLYWOOD PANELS �- N>uR^�� SOUTHOLD CONSTRUCTION DESIGN TERMITE MODERATE TO HEAVY 2-,/2• �!8 WOOD SCREWSO 16•D.C. MAX. s � INSTALLED IN ACCORDANCE WITH RESIDENTIAL.CODE OF NEW YORK R301.2.1.2 DECAY SLIGHT TO MODERATE ' b STRUCTURAL WOOD PANELS � y ICE SHIELD UNDERLAYMENT REQUIRED YES N.T.S. '; DESCRIPTION SHERMAN ENGINEERING & CONSULTING PROJECT 14 NELMAR AVENUE�"SS10 P� LONG DOG ACRES LLC ST AUGUSTINE, FL 32084 DRAWN BY A-9 631.831.3872 DATE �AN 26, 2018 EXISTING 2x4 EXTERIOR WALL FRANHNG TO REMAIN EXISTING EXTERIOR SHEATHING TO REMAIN NEW 5/4 ROUGH SAWN INTERIOR BOARDING ........................................................................................................................................... .... ... .... . . ................................................................... ................................._... 3-1/2x 11-7/8 PARALLAM 3-1/2x 16"PARALLAM 1111111111 will -- on p r 1 1"I, A -;may /11XIWOODCOIUMN C� t — ------+--------___----- � EXISTING 2x4 EXTERIOR WALL FRAMING TO REMAIN EXISTING EXTERIOR SHEATHING TO REMAIN NEW 5/4 ROUGH SAWN INTERIOR BOARDING EXISTING 2x4 EXTERIOR WALL FRAMING TO REMAIN , EXISTING EXTERIOR SHEATHING TO REMAIN NEW 5/4 ROUGH SAWN INTERIOR BOARDING : "iA1,1 6 I ® FEE,[) 5 T'%Tl(},y /IXIWOODCOIUMN ....................................... ..... ....................................................................... - 5- 1 2x 11-7 8 PARALLAM 5- 1 2x 11-7 8 PARALLAM , - - - - '' ' - - b ALLAM w' i .. , r` /8X8 WOOD COLUMN 8X8 WOOD COLUMN 8X8 WOOD COLUMN 8X8 WOOD COLUMN - 3- 6 PARALLAM 3-1/2x 16 PARALLAM 3-1/2x 16 PARALLAM 3-1/2x 16 PARALLAM , i I I 1 1 ' I 1 I I C"I._11 _ �. 1 1 H 1 G 1 E. 6 �,..... 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EDUCATION LAW D- 1 LROJ MANAGER DATE IJAN 26, 2019