Loading...
HomeMy WebLinkAbout40973-Z Town of Southold 11/29/2016 3 P.O.Box 1179 �., 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38676 Date: 11/29/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 9520 Sound Ave.,Mattituck SCTM#: 473889 See/Block/Lot: 122.-2-24.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/1/2016 pursuant to which Building Permit No. - 40973 dated 9/7/2016 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 AND ALTERATIONS INCLUDING FRONT AND REAR DECKS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to 23 Elton Keil LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERT i CATION DATED tSignature o�sUj�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 5 . 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#: 40973 Date: 9/7/2016 Permission is hereby granted to: 23 Elton Keil LLC 30EGate Dr Huntington, NY 11743 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 9520 Sound Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-2-24.3 Pursuant to application dated 9/1/2016 and approved by the Building Inspector. To expire on 3/9/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $338.80 CO -ADDITION TO DW $50.00 Total: $388.80 Building Inspe r 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,Commercial$15.00 Date. 1�� ! �`�",✓,�tc�-------------------- - - f New Construction: a/ Old or Pre-existing Building: (check one) Location of Property: G�j �L� >( �0C e_ �cn House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section b Z Block vZ Lot Subdivision G� Filed Map. Lot: Permit No. 1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora Certificate Final Certificate:�� (check one) Fee Submitted: $ 3D Applicant Signature OE SOUjyo s co 4_61 • �o 1y00UM'r,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLSG. [ ] FOUNDATION 2ND ( ] SULATION ( ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ® � V DATE INSPECTOR ` JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 D 15�L�i0 V L5 (631) 774 7355 D Date: October 24, 2016 NOV 1 4 2016 To: Town of Southold Building Dept BUILDINGDM. TOWN OF SOUTHOLD Re: Foundation, Framing Strapping Inspection 9520 Sound Ave Mattituck, NY 11952 Permit#409732 To Whom It May Concern: This letter certifies that an inspection was performed at the above mentioned property and the footings/piers, framing, and Strapping were installed as per plan and meet all state and local codes. Any questions feel free to call. Si cerely, of NEW E C. ' �E R����* J erkoski P.E. ° )7 Q, ROFESSIONP� ' • 1 , 4 C ' u• l� � u x-Dnox 9-1 (4trzz) 9O=V=OA (xST) Koy,�YcDM- 0a �v 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 SoutholdTown.NorthFork.net PERMIT NO. I t�) Check Septic Form N.Y.S.D.E.C. D Trustees ' C.O.Application D Flood Permit Examined ,20 Single&Separate SEP "' 206 Storm-Water Assessment Form 1 � DEM Contact: GiDEME Approved ,20 TOWNDFS C ����s S Disapproved a/c Phone: Q3 1 G'_� S 6 Expiration � ,20 I Bu' Inspector APPLICATION FOR BUILDING PERMIT Date C)bL4 20 INSTRUCTIONS a. This application MUST be 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 inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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.ti 1. Loc,ation;of land onrwhich.proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block DZ 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 b. Intended use and occupancy 3. Nature of work (check which applicable): Building Addition Alteration RepairS Removal �rwi DeT1,TQr--« a mrr1,�,Qther,,Work slew ae �- a�Pcox t�'6'F tg'GIf I;L 1 Rro� V���ara SlQ� `q,�` e, `a :t ,.��e+o :b �� (Description) 4. Estimated Cost 4 Fee : (Td U paid on filing this application) 5. If dwelling, number of dwelling units Nufriber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, speclf nat Brie d dl'e)6fd''ftf1,l each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth - Height Number of Stories 9. Size of lot: Front Rear Depth 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 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No 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, 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF5U dl 'EA 1,t a rd Lu C C15 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the i ((Contrac or,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW630690o Sworn to before me this OUALIFIED IN SUFFOLK COUNTY I day of 20 COMMISSION EXPIRES JUNE 30,2a Notary PuV1 c Signature of Applicant -��-,� �;�r,� S�C'(0))E�I��I[\SVA\�C']E�E� Scott A. Russell " � SUPERVISOR �f N[ANA(G IENIIEN F �; rn I(J -� SOUTHOLD TOWN HALL-P.O.Box 1179 }1 ) m 53095 Main Road-SOUTHOLD,NEW YORK 11971 O:�r vQ Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑p B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ W C. Site preparation on slopes which exceed 10 feet vertical rise to y100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - --- - --� --- en--EI�1V�1\/lap-of•any water-cQu�se=- ----- ----- -- - ---- -- - ❑( ] 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 replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature;"Contact Information,-Date-&_County Tan Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) .C.T.M. #: pOOO Date l ,, �� NAME: r ;W '-'Z-\y Section Block ILot !-"OR BUILDING DLPARTNIENT USE ONLY 1 , �� Contact Information- � �"� Td �v,nh.J Reviewed By: 4,1 — � — — - -�_-- — — — —��•--�'•�r/ Dale- — Property Address / Location of Construction Work: —dApproved - - — — — — — — — — — — — —for processing Building Permit. tormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM 0 SMCP -TOS MAY 2014 SOUND AVEC EDGE OF PAVEMENT l Nj7c33'''00"E A7p�J /�'�1 L�q�ry ',26,62' m 1 6032 W E 60.00 v——— \I. ' \o CC� r \� �� o 42 o a5 a ; ft \ 0. Off'`,a F AoJS� AAW O� -y -1, t) \o% o cep O �o GE a y2, \ <<C, os ���� " C a a°o yon 41 76 rn0, \ . \3Q \ U �q~� �Q) N o C` W+ O � � SFE.2'E. o 17 5�87o32'40W 86.66' T LAND NOW EMGFO GI �ERLY OF 0` of NEW Y i- �.rdMbrnYl�.E lnb ' 0� 1ifq GYd nvw blad ='�•~� � � new w.rosm.ivaam°e'r�a.�a ,NOTES: ■ MONUMENT FOUND JOHN C,•NDa`�"'" "�° AREA = 19,131 5F OR 0.45 AGRE5 JO 11�l C. E�7 iLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, 5GALE I"=30' RIVERBEAD,N.Y.11901 369-8288 Fax 369-8287 REF.C.\UsetsVohnkDocuments\My Ihopbox\01\01\01-128.pro moo.,, JIM DEERKOSKI, PE • Eg?_2s phone: (631) 298-7116 PROVED AS DAT B.P.# FEE I— EY: � C0fvflPLY VI T H ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN,CODES 2 s AM TO 4 PM FOR THE FOLLOWING INAS REQUIRED 91 ON -TIONS OF FOLLO 1. FOUNDATION - TW®�REQUIRED q�liT fPl Yr11AIA15l9fl u i nvoi o-�i,cr� FOR-POURED CONCRETE z. ROUGH - FRAMING &_PLOP PIBING - ARD 3. INSULATION BE COMPLETE FOR C.O;MUST 4. FINAL -_ CONSTRUCTION, _ Ines - O ALL CONSTRUCTION' SHALL-MEET THE REQUIREMENTS-OF THE CODES OF NEW �" A YORK STATE. NOT RESPONSIBLE FOR . ❑ a El, a ❑ ■ �•-•• V DESIGN OR CONSTRUCTION ERRORS. ;z) O Ll 0 0 Ll '—� N V OCCUPANCY OR - ]BUIEm- 44 LnUSE IS U L WITHOUT CERTIFICATE F OCCUPANCY FRONT ELEVATION SCALE: 3/16" = V-0" DRAWN 8Y: JD F-I 15 201 8/ / 6 1.1 SCALE: SEE PLAN Ll NEW N. DEtp SHEET NO: r sfti LLJ SIDE ELEVATION zARtiO0. zr�7 � k�. SCALE: 3/16" = 1 -0" FES � P4 1 JIM DEERKOSKI. PE phone: (631) 298-7116 t� , , o , V q EXISTING W ' z , o V EXISTING UNHEATED PORCH w A V REPLACE DOPR AND WINDOWS 7X6 At, , , , 12"d,z CONC PIER 2446 2446 2446 3'a" 2446 2446 2446 , 3'BELOW GRADE )2X O -- 6ACgGIRDE -' • -1------ ' v 5,,b , , 6" 6" ------- ------- , 9'-316" 6';0" 9'-314.. 2 3 -------- DRAWN BY: JD 2 3 --------- FOUNDATION 8/15/2016 FLOOR FLAN SCALE: 3/16" = 1'-0" SCALE: SEE PLAN SCALE: of NEW DEER/roSHEET NO: �Q,� UJI w c(Fo ti0 0 �2 AR�FESS�� P JIM DEERKOSKI, PE phone: (631) 298-7116 r� ! h l I I 1 1 5 U.J I L �Iu jFF (RL]EPNRT]NVE]/16•°i8) � O l A .xo npw�rsss]e¢ w TO + ` I or p Z W„�w cn ( w CD CD V ,• w + I r! ` il I Ij - — — - � I p 1 4 1 — -1 E X I STI N G 5/4 DECKING °F I I l 2X6 DJ @16"OC _ (2) 2X6 GIRDER a DRAWN BY: JD 1 � ( + w—Wl G • 4; 8/15/2016 D•o x-�,wex su°s c°rarH.7en EXISTING - �a� sWw � •ga SCALE: SEE PLAN n"°"urs®xro oc _ pD.•O •9 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 12"dia. CONC, V- 4 D e•• AS PER TABLE 1609.1.4,N.Y.S.RES,CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 0i PIER A oQ' 0 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/36" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT 70 M COVER GLAZED OPENINGS WITH NOT SUBSTIENTTUTION HARDWARE DESIGN-PRESSURE (REFER TO SECTION 1S M ST 1609.6 E AND TABLE RE EPG OF N Y 5 RESIDENTIAL T`, O SHEET N O■ CONSTRUCTION CODE)THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. . p 0• ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. C e HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. — — Q•0 o •Q co `-C, ®C L�A•4p�L LIJ SECTION A-A 2 3 SCALE: 3is° = IL-oL' �Fo o7FES \0 P WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS n USE THE FOLLOWING APPROVED USP HI METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION.FOLLOW MANUFACTURE 5 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. IM D E E RKOS KI, r E KING STUDS phone: (631) 298-7116 4 kENDWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE HEADER RIDGE LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION IST ADSB HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS CO NECT TO 1 SIDEOF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT PLATE OF2ND FLOOR AND TOP LOCATION USPNUMBER DESCRIPTION APPLICATION LOCATIONUSPNUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2N0 ADS6 ANCHOR PLATES OF IST,FLOOR CONNECTTHROUGH ALL OPENINGS LSTAlZ 1-1/4klrmga STRAP APPLYTO EACH JACK STUD ROOF LSTA24 1.1/4"x24"20ga STRAPAPPLYOVERRIDGETOEAHRAFTE 2x&2xB L928 1898 SLOPE HANGERAPPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS UNDER WALL THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RP TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L5210 i8ga SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR SORT NOT DIRECTLY UNDER PAAALLEL WALLS,PROVIDE BLOCKING 02eOL WALLSTUD� ^ THROUGH-ROOF EXHAUST w / \ VENTS SELECTED AND V \■ METAL STRAP LIA LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERSrT, MAINTAW 11(���1 O '• '• '• SIDEWALL FLASHING VENTILATION WOOD JOIST ® \/ FOUNDATION TOP P��::412.4 LED Q`JI' "'- FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS Ca46'CC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A p° FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH ANO MINIMUM NET FREE VENTILATINGAREA - FASCIA ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0'O C THE SPACE VENTILATED ALL OPENINGS WOOD GIRDER 4'-8" LSTA24 1-1AN24'20ga STRAP AND JACK STUDS SHALLBECOVERED WITH LOflR09I0N- CONTIN SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN SOFFIT/EXT PLYWOOD I^H�JI INSTALL 4'0'0C FLASHING TO FORM CHANNEL LOCATION USPNUMBER DESCRIPTION APPLICATION OPENINGS OF 14 INCH IN DIMENSION SOFFITED EAVE 8'-14' LSTA30 1-114X30"18ga STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4'-6"RAFTER RT10 10-314"x 185.TYDOWN ANCHOR INSTALL 4'0'O C ,,,�` < ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ® w 14'-16" LSTA36 1.1/4"46"18ga STRAP AND JACK STUDSB°-12°RAFTER RT20 21-1/8'x 20ga,TYDOWN ANCHOR CONNECT TO ROOF VENTILATION/ OVER REARING WALLS AND HEADERS ON ALL OPENINGS KE EP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND FL OR WALL OF FLASHING /A` 0 ROOFING LAPS BASE ALn FLASHING 4INCHES W Ln BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME f E D4 UNDER SHINGLES AT MATERIAL AS SID }moi SIDES S AND LAPS NAILED TO SHEATHBIG Jp SHINGLESES AT AT BASE MIN 4INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIROEER IST FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOODOODJOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALL6, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HE EDGES 60 RAFTERS INSTALL 4'0°0 C AS TO FORM DRAINAGE CHANNELS AND 4'•8' LSTA36 1-1/4"x36'l8ga STRAP ANO JACK STUDS PREVENT CAPILLARY ACTION LOCATIO USPNUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN 1-1/2" ALL JOISTS CONNECTED TC A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0'0C RAFTER/PLATE RT1S TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR 0"-18" MSTA48 1.1/4'%48"18ge STRAP AND JACKSTUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATEAVALL SPTH4 STUD PLATE ANCHOR CO ECT OVER OF ROOF TO ALLOW FOR SHRINKAGE 4 REDUCE BUMP OUTS PLATES TO EACH STUD DBL SILL PLATE TERMITE SHIELD / a r6UBFLOOR SILL GASKET ,/� WOOD JOISTS TYP CONC FOUNDATION CONC,SLAB /� ' NEOPRENE \n` 6 MIL POLY GASKET I 2x6 11x0 CONTINUOUS WOOD PLATE DAMPPROOF PRIOR GRANULAR FILL ' v' 6MIL POLY ON EXTERIOR V 1,4/ ' ( �O"D A.T BOLTS BEAM "o o T6TAG v STEEL COLUMN A > 4 n DRAWN BY: JD v CONC SLAB 4 ROOFJACK YY 11\� STEEL BEAM n` COMPACTFILL 4° v 4°x 1/4'x B°STEEL P AND TTOM PLATE KEYWAY FOOTING v n \ �.4 CONC PTO •4 40.4 •\1Ce FLASHING ATa ROOFING WIDTH/2'.6O ANCHOR BOLT o ANCHOR BOLT CONNECTION USE WITH 3.3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT p n A REINFORCING BAR (USP LBP8580R BP683) DRAIN TILE p ANCHOR BOLT CONNECTION SOUNDATIO W8'DIA ANCHORBOL 3°STEEL COLUMN SUPPRTINMAXIMU SPACING FLASHING LAPS I I !10 KIPS) 8/15/2016 SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BORON CRA LSPA ORFOUNDA 10 TYPICAL BEAM DETAIL TYPICAL CONC FOUNDATION APPLY RACING MIN 3"STEEL COLUMN ANCHORED TO 24"x24"xl2°CONC FTG RAWLS ACE ORSILL PLATE TO WHERE NEEDED FOR STRUCTURAL BRACING ON 2STORIES 35"OC STEEL/BOTTOM BEARING WALL BOTTOMSLAB OTGRADE UNDATIO 1-2&TORIES ST OC ROOF JACKS 4 VENTS DETAIL SCALE: SEE PLAN GONG SLAB / I _DOOR FRAME SUBFLOOR 6X6 10110 W WM mw DOORG COMPACT FILL -j USE 2X8 \ FOR BLOCKOUTE PT PLATE 4°BLAB SHEET N O Jx W/bXb WMM O I SLOPE 1/2"AIRSPACE 4"DRIVE111AY NOTHAI ICED) 'p ' •B.' i� �',�7I Y (WITH N� N E �� � • AT END AND TO BE AP ER U GRADE 4 •"- =--v--�-+ t-G o ESOF WOOD "4 O ' 4�. °: STEELB 0 SHPI (r 4 cT'4 Y�" 6X6 W W MBEAMS •e 'p • (PROVIDE ST MIN �tti p to 4 a l)'4 Q d'4 Q A'. ��NOTCH BEAM FOR MUDSILL IFREQUIRED--MAXIMUM •A A e •°°••4 _ UBFYOb@� / \� 4 REINFORCING BAR a = NOTCH EQUALS 1/4 DEPTH OF BEAM - > °e" 4 — ,.� 1 W ° DRAIN TILE REINFORCING BAR 1 I�--�I ' SHEET METAL/30•FELT UNDER BEAM AT POINT 1• e°c"° ly. .-yr{" _z <' 3° OF CONTACT WITH CONCRETE OR CONC BLOCK TYPICAL CONC MONOLITHIC FOUNDATION REINFORCE WITH(2)=4 REINFORCING BAR5 THICKEN SUBS BENEATH BEARING WALLS AND COLUMNS SHIMS TO LEVEL BEAM _ OIR� REINFORCE FOOTING WITH(2)°4 REINFORCING BARS 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A P�' a JIM DEERKOSKI. PE phone: (631) 298-7116 LEFT ELEVATION SCALE: 1/4" = V-O" W O LnE Iw N V J - RIGHT ELEVATION SCALE: 1/4" = V-O" DRAWN BY: JD '8/15/2016 SCALE: SEE PLAN w r© SHEET NO: REAR ELEVATIONFa V! s ' u = 1� u AR�FESS��N SCALE: 1/4 -O 1 a 4- JIM DEERKOSKI. PE -°° phone: (631) 298-7116 HEIM -M i I m i w i - m � 9 m � m (2)2Xltl (2)2AV (2)2.X10 .lu.I .iii.l o!oo-1u I C9IRDER (9IRDER (9IRDER ,�, �� i aJ iii zX'PJ Qlb"Or $"CONC. _ o ul f y PIER `/ 1 a m mf r& u i III ,'3ELOW (?RADE ttyP) °1 ' _�.D � i11.� ia,� m I � ✓-' nuc 1 nnc m O lb"P$I(9-FOOT foQTl`9' Jdlmuill y$ J aSuuuiuiSECTION All - .11 O i w (q{Zp�pE CirP) m w � p 2 3 = 1I-O II i♦.�,'.��.1.1.•... _1 i.Ixy, .��I�PI,. O ,.II.., ,i.I.„ ,SCALE: 1/4I w £?-2° W Ln w I'"I FOUNDATION FLAN Q � SCALE: 3/16" = 11-0" �j DRAWN BY: JD 8/15/2016 N SCALE: SEE PLAN DEC SHEET N O: FLOOR FLAN w SCALE: 3/16" = 1'-0" ro ANN Z. ,yo. D ��c� R pRaFES 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS JIM DEERKOSKI. PE t - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4'MAX phone: (631) 298-7116 4'MAX. . 4"DIA-MAXIMUM 4-.MAXIMUM POST GIRDER/HEADER- POST/COLUMN-D s 3 1RETE F12' .� � Y - CONCRETE FOOTING PECK POST FTG.CONNECTION DECK/1"ORCI4 RAILINGLOCATION USPNUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4PO2T-N'4UK-441`0511BEAMANCHORAPPLYTOEACH FOOTING USE MIN(2)1/2"DIA GALV BOLTS WITH WASHERS AND NUTS UM POST PAU55 OR WE58 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MIN�IM1UUM HANDRAILS I z GIROS POST GIRDER/HEADER O � O BALUSTERS RIM/DECK JOI o CONCRETE PI POST/COLUMN �� Q OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION Z ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION O w OF THE STAIRS HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICAT ON � V J USE MIN(2)1/2"DIA GALV BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)SEAMS PAU44 OR WE44 POST/BE ANCHOR APPLY TO EACH PIER _ PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) EAMS PA 50 OR WEe6 PO5 F I BE ANCHOR APPLY TO EACH PIER w, P 1 FLASHING TUCKED UNDER ^ `,^�7V TOP PIECE OF SIDING AND IL- "JI r•�I LAPPED OVER FIRST CONTIN GIROERMEADE I PIECE OF SIDING BELOW UNDISTURBED SOIL ~ 1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON ■ CONNECTED TO BLDG 016"OC UNDISTURBED SOIL(ORGANICS REMOVED) J �1 LEVEL BASE STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMS POST/COLUMN BRACE TUBE RIM BOARD FILL AS PER MANUFACTURES'INSTRUCTIONS FLOOR FRAMING 2x JOISTS STRINGER � �spl=Jn® .Nej�ln®11��6 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS a LOCA ION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B 4x4 SOLID COLUMN PB544 Me, /KC44 POST CAP ANCHOR APPLY TO EACH COLUM DISTURBED/POOR SOIL STRINGER TO DECK/PORCH CONNECTION fixe SOLID COLUMN PBS65/PB5EBB/KC55 POST CAP ANCHOR APPLY TO EACH COLUM LAY 4-6"LAYER OF CRUSHED STONE OR HOLLOWCOLUMN SIMPSONSTRRI12 HC ANCHOR APPLYTOEACHCOLUM AECK/PORCH LEDGER CONNECTION GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE gg FILL AS PER MANUFACTURES'INSTRUCTIONS it D!1 P11B 1 nlgN l (�I WOOD JOIST DRAWN BY: JD WOOD JOIST JOIST BLOCKING CONC,PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDERIHEADER IN ACCORDANCE WITH SECTION 403 OF N Y 5 RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE COOT AND THE MATERIAL OFFERED T 8/15/2016 GIRDER/HEADEfl AT LEAST THE WITH EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N Y S BASED UPON ICBG EVALUATION SERVICE REPORT SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER THE PROPER STEEL CONNECTOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTSLOW F FOR THAN LVL HEADERS LOCATION USP NUMBER DESCRI ION APPLICATION USE WITH RTIO TYDOWN ANCHORS SCALE: SEE PLAN TO ALLOW FOR SHRINWIGE JOIST TO GIRDS HEADER RT10 TYDOWN CNORCONNECTTO EACH JOTS DECK& PORCH NOTES: NAILING SCHEDULE 1)Unless otherwise noted,ell herring matelot to be 91 ACO pressure treated lumber - Allfastenars,hangars and anchors to be gaMnhsd or stainless steel, JOINT DESCRIPTION NAIL NAIL NOTES CITY SPACINGF 1' 2)Girders for dedrlolat.to be boked ar an h.red to each past or P1.1 1411,-share and nus JOIST TO PER TOE O- EI-W/ Girders on conaetepl rm.hall b,""' wlih preper steal mnneCarm anchored 4-fid COMMON �Er{�y "r� SHEET NO: SILL,TOP PLATE OR GIRDS JOIST NAIL '` '1 0 Intuoonmte Wlhs ninirnuml2•dlaxT long anchor bolt with washers end nuts CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDOINO 2-fitl COMMON EACH TOE 3)Posts supporting girders shall he anchored to a 12'x72Y12'NIUr mnveta taopng TO JOIST END NAIL (,� GRDUND WIND SEISMIC FROST WINTE ICESHIELD V U Use a minimum l2'clax7'long anchor bole with washere and nuts Footings Shap SNOW SPEED DESIGN THERIN LINE TERMITE DECAY OESION UNDERLAYME FLOOD BLOCKING 2-Sd COMMON EACH TOE (� be4ftbelowgmde LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED HA7JU3D5 TO JOIST END NAIL a '� 4)Decclnlats to have bloccing at B'Ooa BLOCKING TO EACH TOE 0- „ 2p LBS 12p B REVERE DFT MODERA SLIGHTTO 11 NONE SILLOCKIN PLATE 3-1fid COMMON BLOCK NAIL ttt C r a To HEAW MODERAT UJI S)A Mnlmum of 10 inch Dashing shall be Installed between me balding and ledger LEDGER STRIP 3-16d COMMON EACH FACE r r+ � TO BEAM JOIST NAIL 1 W Ledeertobefestaned to building with l2'dla boltswilhwashersandnuts ,S m 1fi'ao JOIST ON LEDGER 3- PER TOE Z 14 — ed COMMON TO BEAM JOIST NAIL e)Concrete piers shay be a minimum S•shwa grade BANG JOIST PER ENO TO JOIST 3-led COMMONJOIST NAIL (,- 7)Autolets to be supported with hangers and anchors Each Joist shag else be anchored BAND JOIST TO PER v\-O 7 �G v L r to glyder(e) SILL OR TOP PLATE 2-ifid COMMON F00T TOENAIL AROFESSx