Loading...
HomeMy WebLinkAbout49388-Z ��O��g�FfOlp�y Town of Southold 11/16/2023 a E P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44734 Date: 11/16/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1760 Crown Land Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-7-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2023 pursuant to which Building Permit No. 49388 dated 6/15/2023 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: accessor garage as applied for. The certificate is issued to Klodnicki,Eric&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49388 11/8/2023 PLUMBERS CERTIFICATION DATED A o 'zed i afore }�otjfFO�,�coGy TOWN OF SOUTHOLD P BUILDING DEPARTMENT x' TOWN CLERK'S OFFICE oy . � 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#: 49388 Date: 6/15/2023 Permission is hereby granted to: Klodnicki, Eric 1760 Crown Land Ln Cutchogue, NY 11935 To: construct accessory garage as applied for. At premises located at: 1760 Crown Land Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-7-8 Pursuant to application dated 5/15/2023 and approved by the Building Inspector. To expire on 12/1412024. Fees: ACCESSORY $575.20 CO-ACCESSORY BUILDING $50.00 Total: $625.20 r Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin('-town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Eric Klodnicki Address: 1760 Crown Land Ln city,Cutchogue st: NY zip: 11935 Building Permit#: 49388 Section: 102 Block: 7 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Rocky Point Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer RecptEmergency Strobe Heat Detectors Disconnect Switches 6 8'LED 10 Exit Fixtures Sump Pump Other Equipment: 100A Sub 24 Circuit/ 16 Used Notes: Acc. Garage � Inspector Signature: Date: November 8, 2023 S.Devlin-Cert Electrical Compliance Form t` OF SOUTyo� r # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ F UNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENT REMARKS: PEN DATE SIP f 10V31 INSPECTOR \ of 50GTyO� �� I-7 # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [PLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ICODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A Le) u42 P DATE ANSPECTOR OF SOUTyo� f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL Z MARKS: &du4l ol �l Y� DATE /0 I Y INSPECTOR SOUTyo`o # # WN T OF SO THOLD BUILDING DEPT. �o o u Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) DELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: i V V DATE INSPECTOR _ s �!- c w XX,I,�.,.�® r � 0 AR i o - --�-_ -ter• sit OLi tell / _ t Jos 10 dr E � 4 .x j I i 9:57 x LTE/172% E' 7 'fY � • 1 a FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) a � O FOUNDATION (2ND) Zj Q *v,- � PO � y �.A MNA I P�:o Gv ROUGH FRAMING& PLUMBING i r INSULATION PER N. Y. STATE ENERGY CODE sun . 3 G VF C-1 � FINAL ADDITIONAL COMMENTS 2 2-5 alt-A /S-O .oa ec c. yt c'* /d 5f30 O ti m �d As O Z x -- d r� b H o��gOFFOL,��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT j Gyp y 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT Dy r Office Use Only PERMIT NO. 39 Building Inspector: MAY 1 5 2023 r Applications and forms must be filled out in their entirety.Incomplete RUELDING DE"• applications will not be accepted. Where the Applicant is not the owner,an Tovm C.17, SOITI9011D Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Nam-e:- SCTM# 1000- �odn, � -102-. -77- -g - - - ---. ct Address:- -- - - - - - .;1760---Ct�wn_ --l.&ld -- C%A - ve - .._ICY -- 1--_35- - Phone#: 3� Emai : Qc488- -S � - - ---- - - --- - -- _ m -. Mailing Address: ., CONTACT PERSON: Name: ` --i:rlQ K►odnic-k' - MailingAddress: I T60- CcoWA [.and. _ -Ln C Atgb!o- - e. MI _ _ 1193 S Phone#: S3 G - — Email:- e�-ic-._klOdnI Cw� DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: z;tt'a'{•. ;�.i. tri o*'gtx: CONTRACTOR INFORMATION: .� �3f�za�'� carr�xiaxt;t;• Name: CTM- L Q .,.�., �._ , . . . . . .y. Mailing Address: Po_ BQx_ _._._199 !_ Email:#: . PC _ ?._- .C ,._. ... DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO 1 s � PROPERTY,INFORMATION Existing use of property: (e!7j(je0+laj _ Intended use of property: reS) en a') Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Ao IF YES, PROVIDE A COPY. CheC�BOx After REading:-The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by chapter 236 of-the Town,Code:tAPPLICA116N 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,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 authorised Inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Cass A misdemeanor pursuant to Section 216.45 of the New.York State Penal Law. Application Submitted By(print name): Eric KIQd ❑Authorized Agent Downer Signature of Applicant- /� Date: V1 Z _.2,3-_. -_.-__._.___-..__. STATE OF NEW YORK); COUNTYOF `u►lV'� ) Ef i C 1 10 d n ) c U being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the'limanner set forth in the application file therewith. Sworn before me this kyl- day of 20 (�3 C Notary Public DANIEL C. ROSS Notary Public, Stites M-New York No. 4907175 PROPERTY OWNER AUTHORIZATION Qualitledin Suff,Olk Coun f►vhere the applicant is not the owner) Commission Expiris A09. 31, 20a5 1, Eric Kladntck'- residing at 1.760 Crb.yVn 1:7)ic l 111, Cmc chbqu2 �y 119 3 s do hereby authorize to apply on my behalf to,the To n of Southold Building Department for approval as described herein. . 5/)2)23 Owne s Signature Date Erb c I Iwn)CW Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c =` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 . ► q Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - seand(_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IORMATION (AII Information Required) Date: Company Name: QG L Electrician's Name: License No.: ,:�Q 624i f M e Elec. email: gyp. Elec. Phone No: ) 1f q&Sq WI request ane I copy of Certificate of Oompliance Elec. Address.: / 7 7� JOB SITE INFORMATION (All Information Required) Name: 41/. ` Address: p PLd- kan Cross Street: Phone No.: ?j( 6-3 16 Bldg.Permit#: 388 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): a� Square Footage: Zpd Circle All That Apply: Is job ready for inspection?: YES ❑ NO PRough In ❑ Final Do you need a Temp Certificate?: ❑ YES F-00 Issued On Temp Information: (All information required)��ff��'' Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION V /a Sa/3Z) BUILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD o =` Town Hall Annex - 54375 Main Road - PO Box 1179 W ^? Southold, New York 11971-0959 �4%,Q� p�� Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IORMATION (All Information Required) Date: . 6.23 Company Name: ec L Electrician's Name: License No.: " :D(e41q M Elec. email: 1JQ,cowl Elec. Phone No: fo31 67 if IfbSq 50I request an edall copy of Certificate of ompliance Elec. Address.: & J 778 JOB SITE INFORMATION (All Information Required) Name: At. Address: p /&"A k. Cross Street: Phone No.: &31 W 6-3 / (p Bldg.Permit#: Lf IT 588 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 6:-&-ra r- ` Square Footage: Zpd Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [�'I�IO Issued On Temp Information: (All information required) ��'' Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 so % p4t 4gape Address: PERMIT 0 Switches Outlets GFI's Surface Sconces H H's uc its Fans Fridge HW Exhaust Oven WAD DW Mini Smokes c -arbon Micro Generator Cooktop Transfer -ombo aC AH Hood Service Amps Have f sec ,pedal CSV ` omments Pontino, Susan From: Eric Klodnicki <ericklodnicki@gmail.com> Sent: Monday, November 13, 2023 10:00 AM To: Pontino, Susan Cc: Eric Klodnicki Subject: Klodnicki - accessory building electrical Attachments: Screenshot_20231113-095705.png; Screenshot_20231113-095708.png Hi Susan Attached are 2 photos,showing the 100a breaker at the panel which serves as the disconnect, and then a 2nd photo which sho a strap that Sean also required over that breaker to pass electrical final. My electrician had texted these photos to Sean in July and October, respectively, so he should be aware of these changes also. The 100a breaker/disconnect was moved to opposite side of the panel to accommodate the strap mounting point,that's why it's in different locations between the 2 photos. Any questions please let me know. Thanks again very much,great to see you. Eric sent from my Pixel 6 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 m N p � O R � N > z O N N W Q M z_ U-1 >1 H w t * U Q N Q SITE PLAN ACCESSORY SETBACK BOUNDARY LINE XX x X SCALE: 32 = I'-0" X X fi 22'-011 X--} X X X X X X X X X X EXISTING POOL FENCE X X X X 9'-33/4 EX15TI NG SCTM: 1000-102-7-8X SHED x Information taken from survey prepared by Roderick Van Tuyl, Land Surveyor, Greenport, NY x dated April 15, 1 088 x PROPERTY AREAS: Existing Lot Area: 4 1 ,l scl.ft. x Existing House: 3 1 10 561.ft. I x Existina,J Pool: 75G sft. x o N Existing Shed: 9G 5CII. Nt EXISTING POOL New Garage: 1 187.5 5cl.ft. x TOTAL AREAS: 5 140.5 5q.ft. O `6 O TOTAL LOT COVERAGE: 12.3% x I V O L -u O Area of Construction Includes: x W U U 0- New Detached Garage X lu Extent of Construction: 1 187.5 56[.ft. O x W Extent of Land Disturbance: i LU 1 500 sa.ft.+/- x Including: z Structure, excavating, electric, etc. X 'TO BE CONTAINED BEHIND SILT FENCING m x W ALONG PROPERTY LINE x DR ELL tu LU x Q 0 pL X I O N 1-- x z LU ROOF GUTTER x PATIO X n- x O O HOUSE X X X X X--X--X LU X LEADER U X X X X Q � EXTENSION Q 0 GRADE EXISTING HOUSE Q®®®® ® ® cn PRECA5T ONCRETE LEACHII• PING- ®8'-0"0 DEPTd CALCULATED TYPICAL LEADER ELEVATION/SECTION Q®® Not to 5ca1e 03 RUNOFF NOTE: Gutters continuously around, Leader locations-per CLEAN SAND 4 GRAVEL installer-all 1-1—dram to 4"0 PVC pipe to new dry—lb LLJ C In LP 0 � ^^ L^.L/_ L.L_ W In LL W N � STORM WATER SITE MANAGEMENT NOTES: Q z • BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING, A CONTINUOUS LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE U LIMIT OF CLEARING LINE SHOWN. THE FENCING IS TO BE MAINTAINED, REPAIRED N Z t-/ or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. m • ALL GUTTERS * LEADERS SHALL BE TRENCHED TO DRYWELLS FOR RUN OFF CONTAINMENT. 0 • ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS � MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION � o V \l OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE r\ TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. U • CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE 1 ��llY 5 2OZ3 ' ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. IF ITILDIN^T)PIPI T. GROWN LAND LANE T071N OF SOUTTIOLIa 51te, UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW X388' N m N p 1 O +, p N > z O � N N w Q Z_ W LLJ J W U Q onC) C) om Z N °L O O _ LL_ w Lu O C) Q � U N � Q D � M o o o Lu U U 10080 60611 31611 w N50M W W (n � O FP\,,,ON LEVATION B K ELEVATION 00 SCALE: 4" = I '-0 SCALE: 4' = I '-0" L � O O � Ow p-- U Q A351 A351 1A351 A351 A35I /A3 I A351 W D O � - c/ IT i tLu IJP 11 ` W 1 ll \ ; N AP352V •AP352V AP352V RL_AP352V AP352V AP3 2V z +c �z a U � z � w U O POOL 51 DE ELEVATION SCALE: 4" = I ,-o,, OCT 2 4 2023 .jyPgIMUNg NG Dr,-'PT.( R I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW N N z 4� O � O N 22,-0" N N FWH31G11 U z_ w w/T N 5 � ww � 10'-0"x 8'-0" DOOR w/ Q 8,9Y„ 3- 9 " LVL HE DER ABOVE 3'-5" c!1 C520 STRAPPING NOTE: WALL LEGEND: o m PROVIDE WIRING FOR OVERHEAD z N GARAGE DOOR AS PER NEW CONSTRUCTION MANUFACTURER SPECIFICATIONS ANC =RUTH THF 2"X G"STUD FRAME EXTERIOR WALLS, u- — ESIDENTIAL ELECTRICAL CODE 'z" PLYWOOD SHEATHING ON EXTERIOR, w F NEW YORK STATE = a C� n HOUSE WRAF * SIDING AS SELECTED Q Q _ � U • GARAGE AREA TO HAVE DOUBLE SILL PLATE 4� 9' PRECUT WALL FRAME. • ALL WINDOWS TO RECEIVE SINGLE 2x6 SUPPORT MULLION 5ETWEEN EACH, UNLESS OTHERWISE NOTED. ro 0 2x 12 RK @ I G" OC • 7-1 1 Z" WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOK. TRANSOM 3 12 PITCH UNITS TO BE INSTALLED w/ HEADER TIGHT TO TOP WALL PLATE. > • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, v z WHITE INTERIORS t BETWEEN THE GLASS GRILLS, STYLE AS SHOWN ONNORTH SIDE ELEVATION E 7 ELEVATIONS t ON WINDOW SCHEDULE. O O • ALL DOOR/WINDOW UNITS TO HAVE 3- 9 " LVL HEADERS UNLESS OTHERWISE SCALE: 8" = I '-0" u o 0 0 CALLED OUT ON PLAN; OVERHEAD DOOR HEADER AS INDICATED. L O Lu ROOF NOTES: LAYOUT OF TRANSOM — • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER WINDOWS WITHIN THIS ENTIRE ROOF AREA. 1 5# FELT OVER 8" CDX PLYWOOD WALL; PROVIDE SINGLE SHEATHING WITH ICE *WEATHER SHIELD AT ALL PERIMETERS STUD MULLION BETWEEN AND VALLEYS. EACH UNIT 8" PLYWOOD SHEATHING 0ALL OVER HANG DIMENSIONS ARE AS INDICATED; W ON INTERIOR SIDE OF I xG FASCIA AND VENTED, VINYL BEADED SOFFITS. Q THIS WALL • 3 2 :12 PITCH OVER ALL ROOF AREAS RUNOFF NOTE: 00 GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS Q } AS PER INSTALLER- ALL LEADERS DRAIN TO 4" O PVC W PIPE TO NEW DRYWELLS. OLn O RUNOFF CALCULATIONS: n W m 1355 x . I G7 x 7.5 = I G97 gallons of runoff SIMPSON H7 CONNECTOR U b @ ( I ) 1 '-0" x 8'-0" O capacity = 300 gallons I G97/ 300 = 5.G5 Q Runoff Containment Requires: ARCHITECTURAL ASPHALT 2x 12 RR @ I G" OC (I ) 0-0"deep x 8'-0" O ring OR equal ROOFING WITH 15# FELT 1 2 PITCH (provides 1800 total capacty) OVER B" CDX PLYWOOD LVL HEADERS @ TRANSOM WITH ICE 4�WEATHER SHIELD 12 UNITS INSTALLED TIGHT TO @ PERIMETERS *VALLEYS 3 21 UNDERSIDE OF TOP PLATE SECTION A „ 2xG STUD FRAME EXTERIOR WALL BOLT ALL CT TO RR w/ 2-2" CB RR @ oG 6 @ I G" O.C. w/R-1 5 INSULATION, Zx�212 P`SGN 8" CDX PLYWOOD SHEATHING, HOUSE 2- 9 2 LVL CT @ 10'-8" OC SIMPSON H7 CONNECTOR 3 2' WRAP $ SIDING AS SELECTED; 2" GYPSUM BOARD ON INTERIOR OF WALLS I x8 FASCIA, CENTER BEADED VENTED VINYL 2- 9 LVL CT @ 10'-8" OC SOFFIT; 12" CVERHANGS I,_Os�6, WHERE SHOWN ON PLAN BOLT ALL CT TO STUDS w/ 2-2" CB t; PROVIDE CS I G STUD 0 _ TO STUD STRAPPING pL _ 2xG (9ft precut) STUD FRAMELLJ Ln EXTERIOR WAIL @ I G"O.C. 3- 92" LVL HEADERS ABOVE �- e CDX PLYWODD SHEATHING, FLOOR WINDOW UNITS; Lu o HOUSE WRAP t SIDING AS C520 STRAPPING ly N } SELECTED o� Q r L 2- 2xG ACQ SILL PLATE U OVER TERMITESHIELD m Z FOR ACCESS INTO OVER SILL SEAL; LIFT UP PANEL PROVIDE SIMFSON C520 " PLYWOOD FLOOR SHEATHING, GLUED SCREWED CRAWL SPACE BELOW W/ LPT4 CONNECTORS 4 x 9 2 TJI 230 SERIES FJ @ I G" OC1 J 8" DIAMETER ANCHOR BOLTS w _ W/7" MIN. DEPTH @ 48" O.C. 2x4 ACQ JOIST 1 SILL 3- 9 LVL DROPPED W/MIN. 3"X3"x'"WASHER PLATE 2 i a @ GIRDER q -- v G" POURED CONCRETE STEM WALL FOR FLOOR BEAMS 3 " DIAMETER STEEL LALLY IED IN 6OG I I 10" POURED CDNCRETE BUR COLUMN N 12" POURED FOUNDATION WALL W/ 24"CONCRETE FOOTING I'-G"X 8" d. FTG.; PROV. 3- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) *NOTE: CONCRETE SHALL BE BUILDING SECTION II /�f�II FLOOD PLAN PC = 3,500 PSI @ 28 DAYS FOOTINGS SHALL BEAR ON SCALE: 4" = I '-O" BEAR TU CA PDA IT501 WITHINSCALE: 4" = I '-0° Of 2 1 .5 TONS PER SQUARE FOOT UNAUTHORIZED ALTERATION OR ADDITION TO TMIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF SEC. 7209 OF TME N.Y.5. EDUCATION LAW m N � N p � O > z O N N N LU Q O zLU W 4— U Q (1) C� Q SITE PLAN A ESSORY SETBACK BOUNDARY LINE . U X X X X X X X X X X X X EXISTIXXNG P Oxx x X X X X N OL FENCE SCALE: 3z" = I'-O" EXISTING SCTM: 1000-102-7-8 2'-0'—, 511ED X 0 Information taken from survey prepared byxx is'-0" Roderick Van Tuyl, Land Surveyor, o LU Greenport, NY x Q z dated April 15, 1088 x ( o = � U PROPERTY AREAS: x Existing Lot Area: 41 ,GO8 5CI.ft. X Existing House: 3 1 10 5CI.ft. Existing Pool: 75G 5CI.ft. " o ExistincJ Shed: 9G scIt. '< EXISTING POOL > New Garage: 1 187.5 5CI.ft. q X Rt I 7 TOTAL AREAS: 5 143.5 sq.ft. -6 E N O O TOTAL LOT COVERAGE: 12.3% x I V 0 0 L O Area of Construction Includes: I x W U U New Detached Garage x „-1 Extent of Construction: 1 1(57.5 sa.ft. p LU x Extent of Land Disturbance: x > z 15 00 sq.ft.+/- w Including: t—i 5'-63/8° z x Structure, excavating, electric, etc. x o `TO BE CONTAINED BEHIND SILT FENCING m x W ALONG PROPERTY LINE x DR ELL LLJ X � o X �. Q J X U O x z I C) RoOE GUTTER PATIO X !O QUO HOU5E X X X X X X X W LEADER X U a— U Lx x x x Q EXTEJ510N w O GRADE EXISTING HOUSE o®®®® ❑PRECA5T ONCRETE ❑LEACH' RING- ❑8'-0'. DEPTH CALCULATED TYPICAL LEADER ELEVATION/SECTION ❑®® Not to 5ca le ❑® RUNOFF NOTE Gutters wnt,,--ly around; Leader locations-per installer-all leaders drain to CLEAN SAND 4 GRAVEL 4^O PVC pipe to new drywellc. W U In L(1 O � Lr) (V (V W LL W , N STORM WATER t SITE MANAGEMENT NOTES: • BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING, A CONTINUOUS = LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE LIMIT OF CLEARING LINE SHOWN. THE FENCING IS TO BE MAINTAINED, REPAIRED U $/ or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED N Z AREAS ARE PERMANENTLY VEGETATED. • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. - m • ALL GUTTERS $ LEADERS SHALL BE TRENCHED TO DRYWELLS FOR RUN OFF CONTAINMENT. 0 • ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS * MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. • CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. GROwNLAND LANE Site UNAUTHORIZED ALTERATION OR ADDITION TO TH13 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW APP OVED AS NOTED DATE: B.P.# 3 FEE: BY D =� : o � o All exterior lighting NOTIFY BUILDING DEPARTMENT AT a /1 o N 765-1802 8 AM TO 4 PM FOR THE installed,replaced or FOLLOWING INSPECTIONS: w Q N repaired shall conform I. FOUNDATION - TWO REQUIRED m c to Chapter 172 FOR POURED CONCRETE z_ .. o of the Town Code 2• ROUGH - FRAMING & PLUMBING J L6 L 3. INSULATION COMPLY WITH ALL CODES OF g Q 4. FINAL - CONSTRUCTION MUST NEW YORK STATE & TOWN COD 3, cl `1) 0 o BE COMPLE 1 E h_ C.j. AS REQUIRED AND CONDITIONS ALL CONSTRUCTION, SHILL MEET THE SOUTH REQUIREMENTS OF THE CODES OF NEWS YORK STATE. NOT RESPONSIBLE FCRSO�fi TOtlG�tPtA fVI NG BOA 0 DESIGN OR CONSTRUCTION ERRORS. SO � I TEES nt yr-rte'; o OCCUPANCY OR 21 Ell 1E USE IS UNLAWFUL WITHOUT CERTIFICAT V O 10080 OF OCCUPANCY W FWH3I G60611 wl TRAN 5M RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 235 w OF THE TOWN CODE. L � O DO NOT_,PROCEED,WITH CLECTI;ICAL Q = FRONT ELEVATION BACK ELEVATION ; FRAMING UniTiL SURVEv: II�SI��cTtor� REt�uIFl ® 0 SCALE: " = 1 '-0" SCALE: " = I '-O" p�� + + w LOCATION TRUSS PLACARDIN'G RECIVIR ) >- SCALE: 4 NAS BEEN A� PROVED. n r 0 OO Lu a- U Q F — — � 3• is/� ,— —. -- --_ { ,` .}\ =1 \1 A351 A351 NA351 A351A351 A351 IF'.. : I A351 351 A351 A351 A351 m - — ----- Ln L? o — ---- -- - \ ' 11 (t 1LL.1 N V. f r t ( '. 1 1 f ; LL- Lu AP352V AP35 V AP352V ----—_— AP352V AP35 V (AP352V z � W POOL SIDE ELEVATION- SCALE: 4" = I '-0" PSE OF EK,yo : . `� MAY 5 2023 5 3. r oA �� 05'1 ROFESSI ONPN- I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW � m N z 1 O ,a- O N 22'-0" c z O � N N 60611 U Q ro LD WALL LEGEND: NEW CONSTRUCTION 2"X G" STUD FRAME EXTERIOR WALLS, LIFT UP PANEL 5' PLYWOOD SHEATHING ON EXTERIOR, N FOR ACCESS INTO N N HOUSE WRAP $ SIDING AS SELECTED CRAWL SPACE BELOW • GARAGE AREA TO HAVE DOUBLE SILL PLATE t 9' PRECUTWALL FRAME. • ALL WINDOWS TO RECEIVE SINGLE 2xG SUPPORT MULLiCN BETWEEN EACH, UNLESS OTHERWISE NOTED. 2x 12 RK @ I G" OC 7'-118" WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5U13FLOOK. TRANSOM N 3 z" 12 PITCH UNITS TO BE INSTALLED w/ HEADER TIGHT TO TOP W/-ALL PLATE. z ca 3 • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS. WHITE EXTERIORS, U —i z WHITE INTERIORS t BETWEEN THE GLASS GRILLS, 5TY1_E A5 SHOWN ON NORTH 51 DE ELEVATIONE 73 ELEVATIONS ON WINDOW SCHEDULE. O O SCALE: " = I '-0" �L o — • ALL DOOR/WINDOW UNITS TO HAVE 3- 9 ' LVL HEADERS UNLESS OTHERWISE 8 s CALLED OUT ON PLAN; OVERHEAD DOOR HEADER A.5 INDICA`ED. L ? O Lu U v o ROOF NOTES: LAYOUT OF TRANSOM • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER WINDOWS WITHIN THIS ENTIRE ROOF AREA. 15# FELT OVER 5' CDX PLYWOOD WALL; PROVIDE 51NGL SHEATHING WITH ICE WEATHER SHIELD AT ALL PER11,1ETER5 STUD MULLION BETWEEN AND VALLEYS. EACH UNIT - LLJ g" PLYWOOD SHEATHING • ALL OVER HANG DIMENSIONS ARE AS INDICATED: ON INTERIOR SIDE OF I xG FASCIA AND VENTED, VINYL BEADED SOFFITS. TH 15 WALL Q • 3 2 :1 2 PITCH OVER ALL ROOF AREAS = Q RUNOFF NOTE: U GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS F) AS PER INSTALLER- ALL LEADERS DRAIN TO 4" O PVC (W b-/ RT PIPE TO NEW DRYWELLS. Q O RT N RUNOFF CALCULATIONS: O Lu 1 355 x . I G7 x 7.5 = I G97 gallons of runoff 51MP50N H7 CONNECTOR U @ ( 1 ) 1 '-0" x 8'-0" O capacity = 300 gallon5 I G97/ 300 = 5.G5 Runoff Containment Requires: a,F;CHITECTUPAL ASPHALT 2x 12 RK @ I G" OC (1 ) 0-0"deep x 8'-0" 0 ring OR eclual ROOFING WITH 15# FELT 3 ' : 12 PITCH (proVde5 1 800 total capacity) OVER Y." CF:" 'LYWOOD LVL HEADERS @ TRANSOM W1 rl ICE $4'EATHER 5HIELD12 UNITS INSTALLED TIGHT TO @ PERIMET=R5 VALLEYS 3 �— UNDERSIDE OF TOP PLATE m SECTION A 2xG STUD FRAME EXTERIOR WALL BOLT ALL CT TO RR w/ 2-2' CB ��@ 16 OC @ I G" O.C. w/R-1 5 INSULATION, CN a CDX PLYWOOD SHEATHING, HOUSE 2- 9 z LVL CT @ 10'-8" OC SIr,iP50N r7 CONNECTOR 3 z WRAP * SIDING AS SELECTED; ° GYPSUM BOARD ON INTERIOR OF WALLS I x8 FASCIA, CENTER a LLJ BEADED VENTED VINYL 2- 9 LVL CT @ 10'-8" OC SOFFIT: 12' OVERHANGS _056" WHERE SHOWN ON PLAN BOLT ALL CT TO STUDS w/ 2-2" CB u' PROVIDE C51 G STUD vLn j ° TO STUD STRAPPING 2x6 (91t precut) STUD FRAME W Ln EXTERIOR V,ALL @ I G" O.C. 3- 92" LVL HEADERS ABOVE LL- tu " CDX PI-W/OOD SHEATHING, ALL FLOOR WINDOW UNITS; N o o HOU5E VVFRAP $ SIDING AS C520 STRAPPING > Q 3 SELECTED r t � o 2- 2xG ACC 51 LL PLATE U OVER TER" ITE SHIELD z c� a NOTE: OVER SILL 5EAL: PROVIDE WIRING FOR OVERHEAD - - FKOVIDE SIMPSON C520 2" PLYWOOD FLOOR SHEATHING, GLUED SCREWED N N N V// LFT4 C.C,r1NECTORS L OOK A - - 9 TJI 230 SERIES FJ @ I G" OC o MANUFACTURER SPECIFICATIONS " DIAMETEP,ANCHOR BOLTS 2x4 ACC)JOIST w IN ACCORDANCE WITH THE W,' 7" MIN. DEPTH @ 48" O.C. SILL 3- 9 " LVL DROPPED u RESIDENTIAL ELECTRICAL CODE OF NEW YORK STATE VV, ,.�11I. 3"X3"xTL" WASHER @ PLATE GIRDER o N I O'-0"x 8'-0" DOOR w/ G" POURED CONCRETE STEM OF E 3- 9-2'' LVL HEADER ABOVE WALL FOR FLOOR BEAMS 3 " DIAMETER STEEL LALLY y0 t C520 STRAPPINGI O" POURED CONCRETE COLUMN BURIED IN S J. A229AN FWH3 16 I FOUNDATICH WALL W/ 24"x24"x 12" POURED W/T NS M CONCRETE FOOTING ,, I -6"X 8' d.FTG.; PROV. �V 3- #4 REBAR IN FOOTING S cr 8,-9/z' 9,-9/2, 3,_5„ (TYPICAL AI_ AREAS) �cu� 'NOTE: COI(CRETE 5HALL BEBUILDING SECTION "A" "° 0570°' FLOOR PLAN PC = 3,50C P51 @ 28 DAYS 'OBOE FOOTINGS SHALL BEAR ON ESSION UNDISTURBED 501L WITHIN SCALE: 4" = I '-0" SCALE: 4" =1 '-O" BEADING CA'ACITY OF 1 .5 '10115 FFR SQUARE FOOT UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW N N z NAILENG SCHEDULE U1 Oo N 22`o nle PROVIDE SIMPSON PHD5 201ativo© w� cOritRucii©ihsaraUAL - _�.---------_ _- z O N HOLDDOWN ( ) , c TYP. 2 ;: c> Q m ;• ��ItdT �7ESCR1 ' .1E11tf � ��. �;�.; ,\. :`�\a>;. .�>"`, c�c a ANCHORS AT ALL CORNERS ' ° "" ` `�'' THROUGHOUT ..c.., ��. ...� `> W ........ > .............. ........�<,.. .. .M......>........a. ...�.....�_. ,.rte Sao\a RAFTER 70 TOP PLATE t01 NAtLPD B'o"WALL:3-&d PER RAFTER ti I __......_._........--_.-- _.__.._.__........._......._......_.. I O'b"WALL:3-8d PER RAFTER g" DIAMETER ANCHOR BOLT, CEILING J015T TO TOP PLATE 'Tot NAILED 8'-0*WALL:3-861 PE J015T � N O Q W/7" MIN. DEPTH @ 48" O.C. -- f0'-a°WAW4. 661 PEr�J015T , �w DOUBLE JOISTS 8"x 16" POURED CONCRETE W/ MIN. 3"X3"xg'WASHER @ PLATE CEILING J015T TO PARALLEL RAFTER PACE NAILED SEE TABLE 5.7 EACH LAP VENT AS PER = O � PIER BUTTRESS CE1LiEdG J015T LAPS OVER PARTfT1flN5 PACE NAILED 5 TABLE s..7 EACH CAP _.__._...._.. .........._..................._............................ ..._ ....... _... .. . COD z O = COLLARTfE To RAFTER.............,.................,.........__.r PACE NAILED. SEE TABLE 3.4 - PER"'SIE...... .._..-___..._.__..._._._._..- --._....._....._..... __-.. .._......._.......... _ � oPROV. EPDXIED #4 STEEL REBAR ,. ..�•.>•. BLOCKING TO RAFTER TOE NA/A F5 v pR� 2'Sd FACE!ENpW O N N "- °VERT. INTO WALLS @ 16" OC. W o -JEvl BOARD TO RAFTER END NAILED 2-1 Cd EACH END U-1 > BOTH BOTH ABUTTING PIER LOCATIONS - O U X U [ CV w t1.P IN 77777777 Q U Q C:u\>. TOP PLATE TO TOP PLATE FACE NAILED N F 2_g 2-1 Gd ` PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-f Cd JOINT5-EACH SIDE _._.w._.._... _. .......... .. .._................_..... _......,.....,....,.__._......_.................._._......._..... ... ........._......- _._......_......._ __._.........,...,........,, __...._._....,..........,. 5i UD TO STUCJ FACE HAFTED 2-1 Cd 24'01C, Ili FADER TO HEADER FACE NAILED 1661 10 CIC ALONG EDGES TOP OR BOTTOM PLATE TO STUD..,,....:.„... END NAILED ......................._..-...__........,_. 2-1 Cd................._.. .. PEES.X<1�TUT7.,..>....._..._.... w ,n ............ ._ - 3-1 Cd PER2X6 5Tub 4-1 Cd PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST. 9 TJI 2 BANDJOIST.END JOIST,OR 8LocKING FACE f4A1L>D 2-f 5d - PER 1`00TL " 30 F.J. @ I G” O.C. ---` - FL SH w/ FOUNDATION 1 1 C3oR RA .. JOIST TO$ILL.TOP PLATE,OR GIRDER TOE NAILED 4-861 PER JOeT U �i • M Z BRIDGING TO JOIST TOE NAILED 2 861 EACH ENP 7 _........._...._..._.._..._.................... ._..__ _......._ _ BLOCKING TO JOIST TOE NAILED 2••814 EACH END_ O N BLOCKING TO BILL OR TOP PLATE TOE NAILED 5-'1 Cd EACH BLOCK - ---- O LEDGER STRIP TO BEAM FACE NAILED 3-1 5d' EACH JOIST JOIST ON LEDGER To BEAM TOE NAILED 3-861 PER JOIST V O O 3 " DIAMETER STEEL LALLY BANDJOISTTL)J01-CIT l NIS NAILED 3••I Gd w� PEKJ06T W U U BANG JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Cd PER FOOT COLUMN BURIED I N ,. 24"x24"x 12" POURED - -- F Ott HEAiG' .. >, c;. ..a��.. CONCRETE FOOTING, TYP. ..����.�...,�......�....>.........��_............. ..........:...o.... .........>..:,�a:.. 4'PERIMETER EDGE ZONE- 16"OIC-G*AT PANEL EDGES ALL SHOWN STRUCTURAL PANELS $d AND AT INTERMEDIATE SUPPORTS IN THE PANEL MELD ` IMERIOR ZONE- !G"O}C-C"A7 PANEL EDGES RIND!Z"AT 8 INTERMEDIATE SUPPORTS IN THE PANEL FIELD PROVIDE BRIDGING FOP ROOF SHEATHING WITHIN*-O'OF THE PERIMETEP EDGE Of THE ROOF,INCLUDING 4'-O'ON EACH StDE OF THE ROOF PEAK,THE:€'-D"9'ERfIG9 Eta THROUGHOUT ENTIRE f EDGE ZONE ATTACHMENT REOUIREMENTSSMALL BEUSED. FLOOR SYSTEM, 6-0" C.; LLJ TSG PLYWOOD �f� lLIAtG 5EfEATt1lNG ..; .i W ABOVE, GLUED SCRE ED GYPSUM WALLBOARD :561 COOLERS m.'7"EDGEIICY'FIEL3\\ �J O Al , ATt#fNCa " Z STRUCTURAL PANELS I f ag.GnaIv.RvR an.,nail O 1/2" 31 EDGE I C"FIELD (� 25I32" I.I ga.Galy.Rooting roil 3"EDGE f 6"FIELD { 1 2'k1.75"L.x.3i8 head} LU o FIBERBOARD PANELS 7110 Cd 3`EDGE/G"FIELD O .111,111.11 ...,w. . _ . ..> 25/32" did 3'•EDGE'/€"FIELD T, __................... ...._...._.._.._....,.............,,.._._.m.._........_..,....._.._ _-..._.__.µ..,......_.._...__.-. .. GYPSUM WALL13CtARf? - 561 COOLERS 7EDGE/ O"FIELD Q- F — (s) �/ 4'EDGE ZONE- I Gt'C)1 C-0 AT PANEL EDGES AND 12"AT O lLt 0 HARDBOARD Sd INTERMEDIATE SUPPORTS IN THE PANEL FIELD U INTERIOR,ZONE- f G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS INa-.Y...H...E �FIELD F �aATiw ... Oaf Q STRUCTURAL,PANELS- I"OR LESS 861 6"EDGE J t 2"FIELD O _-_._- w.__. ,,. J SECTION Nailmej reoprements are based on wall sheathmg nailed d inches O.C.at the parel edge. IE wall sheat}nng is naded 3 inches O.c.at thc panel edge to ol^txn A tngher ahear'eapaat+ea,na ling re u rpnentsfpr ofrurtural members shall be doubled,or of .When wall sheathing m contiriuol5 over connected members,the tabulated number of nails shall be permitted to be reduced to I-1661 nail Per trot. m GENERAL WIND PROTECTION CONNECTION NOTES ARv- OF NEp�Yo Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 10-99 and 2018 SBC Hicjh Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction {1 0 W a m FOUNDATION WALL LEGEND: I . A continuous load path between footings, foundations walls, floors, studs and �" � „ N roof framing shall be provided. A �o. o ,_7095 ��� 0 10 POURED CONCRETE FOUNDATION R 9 2"TJI 230 F.J. @ 16" O.C. 2. Approved connectors, anchors and other fastening devices not Included in �FESs1014 - FLUSH w/ FOUNDATION WALL w/6" PC STEM Ek:TEN5ICN FOP, the Standard Building Code, Section 2306 of IBC shall be used in accordance lU Ln FLUSH FLOOR SYSTEN1. P;CVIDE LL I'-6"X 8" d. FOOTINGS w/3 #4 REBAR with manufacturer's recommendations. Il_I (TYPICAL ALL AREAS) N 2x4 ACQ JOIST 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the Q SILL weather or subject to salt corrosion in costal areas, shall be stainless steel or DESIGN LOAD CALt1LATlON5 z hot dipped galvanized. MINIMUM UNIrOKIMLY DI5TRIBUTED LIVE LOADS(Ibsf) U 4. Where windows and doors interrupt wood structural panel sheathing and EXTERIOR BALCONIES CID — 51ding, framing anchors or connectors shall be provided at the top and bottom D>=C S 40 z of cripple studs, header studs, and at least one stud at each side of opening. ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE i40 0 5. Ridge straps shall be attached to each pair of opposing rafters except where ROAMS(OTHER THAN SLEEPING ROOMS) 40 i collar ties of I xG or 2x4 lumber 15 located in upper third of attic space and SLEEPING R(DC}M5 30 attach to each pair of rafters. W G. Uplift connectors shall be provided at each rafter bearing. o CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' of exterior corners. GROUND SNOW LOAD 25'Ib5 ° DA51C WIND 5rEED 130 m h Q `O' 8. 5111 Plate to Foundation Anchorage: 5111 plate shall be anchored to the re Cate c>?r foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x SEISMIC DE51GNt CATEGORY S 1/5" washers. A minimum of one anchor bolt shall be provided within 6 to 12 WEATHERING SEVERE FOUNDATION PLAN inches of each end of each plate. Anchor bolts shall have a minimum embedment FROST LINE DEPTH .3'-011 of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located TERMITE MODERATETCI\HEAVY SCALE: 1" = I ,-o,, within 12 inches of corners and at spacing not exceeding 4 feet on center. ICE BARRIER UQUIRE'D YES 4 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW a m GENERAL NOTES: z° o •at- O N � z O • The Information on this set of con5tructlon documents I5 to relate ba51c de5lgn N N Intent and framing detaiI5. They are Intended a5 a con5tructlon aid, not a5 a D- Q c0 c 5Ub5t1tute for generally accepted good building practice and are in compliance with CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS current 2020 New York State Building Codes and the 2018 IRC. The general contractortu v I5 re5pon5lble for providing Standard con5tructlon de-ta115 and procedures to ensure a z w professionally finl5hed, structurally sound and weatherproof completed product. PROVIDE 1/2"SPACING --i w BETWEEN THE END STUD UPPERSHEARWALL U Q AND THE 2 OTHER STUDS BOLTS LL l� • General contractor to coordinate all 5ubcontractor5, 5cheduling of work and FOR ALLOWING CORNER BRACKET n � C) C) NOTCHED RAFTER ,lI� HOLDDOWN INSTALLATION CONNECT CORNER STUD ANCHOR interaction between trade5. RAFTER TO TRANSFER SHEAR r: RIDGE I ,�. FASTEN WITH(2)16d • The contractor 15 re5pon51ble for ensuring that all work and con5tructlon meets RIDGE I \ COMMON NAILS @6"O.C. or exceeds current federal, state and local codes, ordinances and regulatlon5, etc. \\ These codes are to be considered a5 part of the 5peciflcatlon5 for th15 buildmg plan. SIDEWALL ENDWALL THREADED ROD • If in the course of construction, a condition ex15t5 which d15agree5 with that a5 SHEAR WALL CORNERCONNECTION indicated on these drawmg5, the contractor shall Stop work and notify the designer �- DOUBLE PLATE *the engineer immediately. Should he fail to follow this procedure and continue work, 122QA RID TO RAFT R TRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING he shall assume all re5pon51b11ity and liability arl51ng therefrom. ANCHOR '^ CORNER BRACKET imensions • Dtake precedent over scale - DO NOT SCALE DRAWINGS. \ KING STUDS BOLTS LOWER SHEARWALL • The de5igner has not been engaged for con5tructlon 5upervl51on and assumes no CRIPPLE STUD SHEARWALL TO SHEARWALL re5pon5ib111ty for con5tructlon coordinatmg with the5e plans, nor re5pon5ib111ty for RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS construction means, methods, techniclue5, sequences or proceedure5 or for 5aftey N.T.S. precautions and programs in connection with the work Indicated. There are no RAFTER JACK STUDS warrantle5 for a specific use expressed or implied in the use of these plans. TOP PLATE • Contractor to provide hardwired Smoke detectors, with battery back up, and with TOP PLATE DOUBLE_TOP PLATE DER no intervening 5wltche5, on all floors and in each bedroom. Verify with local code WALL STUD 318"PLYWOOD SPACER OR AS PEP PLN � WALL STUD TYPICAL HEADER CONNECTION ORAS PER PLANS reclulrement5 a5 per Section R3 17 New York State Re5idential Con5truclton Code. \`i J Install carbon monoxide detectors a5 per code. - MT524C RAFTER TIE V Z TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNE-ION_ BY 51MP50N OR EQ. I TYP.AT WIN.HDR. 7 N N M U N D AT I O N NOTES: '`°° PWOPOR E F EOWOOD R PLAN o BEAM R.R.AT I G"O.C.AS PER PLANS E 2ND.FLOOR WALL STUDNDDI{ (2)2"xG"JACK STUDS O • General contractor to review plans, elevations and details to determine ZNG"KING STUD5 DBL.TOP PLATE AT V Q O intended helght5 of finished floor above typical grade. HEADER DETAIL (TYP TO BOTH SIDES) SECOND FLOOR OR U O 2ND FLOOR AT SINGLE STORY W U I.5 tons/sq.ft. wooDJolsT wooDJotsT UBFLOOR \\ NOT TO SCALE • Footm95 Shall bear on undl5turbed soil within bearing capacity of \ RIM BOARD • BLOCKING JOIST HANGER DBL.2XG TOP PLATE HEADERTYP. Concrete shall be FC = 3,500 PSI 28 day5 1ST FLOOR TOP PLATES TYP. AT 2ND FLF.EXT. _ • Concrete on 4"Sand or gra Vel fill minimum, with 6x6 - 10/10 welded were mesh GIRDERMEADER USE 8d COMMON NAIL5 @ G" WALL5( O.C.AT FIELD AND 4"@ 2"XG"WALL FRAME @ I G"O.C. WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor EDGES-R1=FERTO PIANSr, barrier. Welded wire mesh 15 to be placed in the top third of the slab and 15 to be 2OR DESIGNATED ESIG ATENG TYPRE� JACK"X24"20 GAGE STUD STRAPS TYP. adequately supported by precast concrete bar supports to assure that the reinforcement AT SEAM AT ALL AT 2 SIDES OF OPENING .101ST FRAMING OVER WOOD GIRDER ;T FRAM1IING^LUSH WITH GIRDER/HEADER BLDG.CORNERS 15 held in P051tion during concrete placement and finishing. 2XG WD 5TUD5 AT _ W TYPICAL MULTI-STORY CONNECTIONS I G"O.C.TYP. RIM J015T W • 150latlon Jo1nt5 are to be installed between the slab and the Wa115. Use preformed 1ST.FLOOR WALL STUD 1/2"CDX EXTERIOR GRADE joint filler that is to be cut 1/2"below the slab surface and the re5ultm joint IS to be filled PLYWOOD SHEATHING I 114"X24"20 GAGE 0 J 9 J _ Tyr. HEADER STRAPS TYP. with an e135tOmeric Joint 5ealant. 1ST FLOOR PLATE RIM JOIST AS PER PLANS AT EACH STUD SUBFLOOR • General contractor to install cop-r-tex(or copper) sheet metal termite shieldRIM BOARD s REMOVE EXISTING SHEATHING WALL STUD WALL STUD AS REQUIRED TO APPLY STRAPS between all wood surfaces that are exposed to concrete or masonry surfaces. BOTTOM PLATE BOTTOM PLATE WALUHEADER C� V— BATHTUBSUB FLOOR DOUBLE SILL PLATE NOT TO SCALE DOUBLE JOIST DOUBLE JOIST I NAILING DETAIL(ELEVATION) • Dani exterior of foundation wall with a bituminou5 coating; Foundation \ l\ FOUNDATION WALL NorroscAF W excavation upon approval of buildmg department m5pection5. (s) O PLUMBING * HVAC NOTES: TYPICAL WALL STRAPPING DETAILS O W DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JET FQi�nION-HFy I";�.L•AI 1&L.ELQnR TO FOUNDATION CONNECTIONS NOT TO SCALE • All plumbing work shall be done by a duly licensed plumber and must conform and adhere U to all New York State buildmg codes*safety requirements. 1L U Q • If wall plates or Jo15t5 are cut durmg the m5tallatlOn of plumbing fixtures or equipment contractor must provide appropriate bracing to tie framing back together. • Plumbing flxture5 to be supplied by owner, installed by plumber. • Mechanical subcontractor 15 re5pon51ble for adhering to all applicable codes and safety requirements. • HVAC subcontractor to fully coordinate system data *requirements with the equipment 5upplier and to provide final system layout drawing and Submit It to general contractor, TYP.WALL FRAME-REFER owner and equipment supplier for final review$approval. TO SECTION DETAIL5 NEW WINDOW. ELECTRICAL NOTES: TYPYPEE AND AAND PIANS FOR TSIZE IX3 MIN,PRE-PRIMED \ TRIM AROUND EXTERIOR • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include \ OF WIN DOW TYP. m5tallatlon of fixtures t specifications a5 indicated on plans. Light fixtures to be supplied by \ \ LL1 owner and installed by contractor. GPI outlets required at bathrooms and exterior areas. In5tall D-- all Lall outlets aser code. All work 15 to be done In strict accordance with the New York State Code 2 1/2"No.G WD SCREW5 LCT l' TYP.AT16"O- C .MAX.3" by a icen5ed electrician. All new 5wltche5* outlets to be Leviton, Toggle, 5Up4- in phed stalled FROMENCO Ln by contractor. Contractor to do all hook-ups a5 required for bathroom fans, cooking exhau5t5 and I/2"PRECUT 5TRUCTURAL d- rOVlde wirin a5 required for a5 fireplace and GOOkin a 1lance5. PLYWOOD WINDOW PANEL L/ P g q 9 p g PP TYP.FOR ALL WINDOWS ll_.I AND G A55 DOORS. � FRAM I N G N OTES: LL W IN }• All lumber 15 to be Douglas Fir#2 or better at I G" on center IN 3 \ Q � • All wood framing 1n contact with concrete or masonry Is to be pressure treated. 'ACQ'designation \ z refers to current arsenic-free treated wood 5tandarC15 and shall take the place of'CCN \\ o • All TJI'5 are to be 1n5talled 1n accordance with the manufacturer's 5peciflcation5 and shall include _U squash blocking web 5tlffener5 at bearing polnt5 on glyder5 and other load bearing areas GLAZING PROTECTION DETAIL Z NOT TO SCALE • All straps, connectors, plates, bolts, na115, etc. are to be galvanized. Designated connectors, straps, etc. on these drawings are my by 51Mp5on unless otherwise indicated. All connectors, straps, etc. are to be nailed/bolted In accordance with the manufacturer's 5peclfication5. m • All floor 51heathing 15 to be 4"AC type plywood, tongue*groove and shall be glued and screwed to w the floor j015t5 (G"O.C. edges 4- 12"o.c. field) Q 0 • Solid blocking 15 to be 1n5tai1ed every 8'-0"max. or mid span of all floor jo15t5 with spans exceeding i 8'-0". Blocking 15 to be m5talled at all point load bearing points.' �P�� EKY • Install double Joists under all partitlon5 running parallel OF p SPS • All exterior wall headers to be a5 Indicated on floor plans 4.5ectlon5 and all Interior Ne /9� headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0"shall have a double Jack stud with a Single king stud $on exterior walls provide double 5ill plate(typical). Z ��. O � °• '05709y ���� RDFES S I O�P1. 4 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW