The URL can be used to link to this page

Home My WebLink About52369-Z oe souryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd ��ou►m.`` Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46985 Date: 04/17/2026 THIS CERTIFIES that the building SINGLE FAMILY.DWELLING- ALTERATION/ADDITION Location of Property: 100 East Ln East Marion,NY 11939 Sec/Block/Lot: . 31.-15-11 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/29/2025 Pursuant to which Building Permit No. 52369 and dated: 10/20/2025 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 outdoor shower, to existing single family dwelling as applied for. The certificate is issued to: Joseph Sledge,Donna Sledge Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 115229 04/07/2026 PLUMBERS CERTIFICATION: All Points East Plumbing&Heating 02/19/2026 4orized(4nature of Soot, TOWN OF SOUTHOLD BUILDING DEPARTMENT ' 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#: 52369 Date: 10/20/2025 Permission is hereby granted to: Joseph W Sledge 3550 Enclave Bay Dr Chattanooga,TN 37415 To: Construct additions and alterations to an existing single-family dwelling as well as window and door replacements and an outdoor shower as applied for. Premises Located at: 100 East Ln, East Marion, NY 11939 SCTM#31.-15-11 Pursuant to application dated 08/29/2025 and approved by the Building Inspector. To expire on 10/20/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $640.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $740.00 Building Inspector Y=`s rt��t��,f i i� � � a4� df�� d.LAY ;fit �i "� NASSAU � �r ELECTRICA�� APR 1 7 2026 SUFFOLK INSPECTORS PHtf'�u 117, if u 159 Route 25A, Building 1 Suite B Miller Place,NY 11764 Telephone:631 495 8136 • Fax:631 509 4538 • E-Mail: Info@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: DAK Electric Certificate No.: 115229 Rough In Inspection Date: Dec 23,2025 Final Inspection Date: Apr 07,2026 Application No.: Building Permit No.: 52369 County Tax Map No.: er+' This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described belt:..,Installed on behalf of the applicant-named abova.,-located at the premise of-and-riot after-the-final inspection-date above' _ Owner: Joseph Sledge Site Location: 100 East Lane,East Marion,NY 11939 Owner's Address(if different): Residential 0 Indoor ❑Basement ❑Service ❑Shed "4f ❑Commercial ❑Outdoor 0 First Floor ❑Pool ❑Hottub ❑New 0 Renovation 0 Second Floor ❑Attic ❑Garage ❑Addition ❑Survey ❑PV Solar ❑Generator ❑Conversion 14 - -------- ------- ------ -----, IG ❑Signs ❑Battery Storage ❑Safety Inspection Other:! ' -- -.. - - - INVENTORY Single Phase 0 Heat 0 Duplex Recpt 22 Ceiling Fixture ® Dual Func Breaker ® , Three Phase Hot Water GFCI Recpt ® Wall Fixture ® Smoke 0 Main Panel AC Cond Single Recpt Recessed Fixture 16 CO Detect Sub Panel AC Blower Range Recpt 0 LED Lighting Smoke CO Combo Transformer Appliance Ckt 0 Dryer Recpt Emergency Time Clock G p Disconnect Switches tz Twist Lock Exit Fixtures Pumps GFCI Breaker 0 Heat Pump Electric Heat Pool Luminaire Exhaust Fan 0 Other Equipment: The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: DAK Electric License No.: 5120ME Date Printed: Apr 07,2026 si Inspected By:Joe Coppola r Signature: �t is 'x` r+ ` r =owm Hall Annex Telephone(631)765-1802 54375 Main Road : P-0.Box 1179 to Souinold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner:_�. (Please print) ' f Plumber. f j-ll h i,1 fS 60-5.T pll-M b%/19 a !J FEB 2 5 2026 (Please print) I certify that the solder used in the water supply system contains less than 246 of l:%lead: (Plumbers Signature) Sworn to before me this day of rv,brL,w-V 20_J-10 Notary Public, &"'a County SUSAN A.RIZ70 Ndt"Public,State Of N6*V0* No.011116183459 Qualified in Suffolk County commission Expires March 17,2(V.Zr SOGTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. ^outm, 631-765-1802 INSPECTION ,,sA [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ rFRAMING NDATION 2ND [ ] INSULATION/CAULKING[ /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l410m irl/L. 1-..k - Ah '121\1cjq*lna, % M - \V V44y(./ - &W� YY - 04& b wo a �o uav of DATE w)- INSPECTOR - 6 TOWN OF SOUTHOLD BUILDING DEPT. �ourm,�'�' 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST/ REBAR [ RO GH PLBG. [ ] FOUNDATION 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 [ ] RENTAL REMARKS: I'�o u G� l�u� �i^ ►�--c.SS� Y� ��GoU�iI2. DATE /�� INSPECTOR �O��OF SOGjyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ 4`6NAL Q,&S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cep-,,474�4 . 7Ai4— DATE ��'�� INSPECTOR FIELD INSPECTION REPORT DATET— COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) lk C> gov ROUGH FRAMING& PLUMBING 40/1,14 ky-A Xe 5 ulze- -�gf v 4 INSULATION PER N.Y. STATE ENERGY CODE Q FINAL ADDITIONAL COMMENTS r6 ;z r. -AKe-c 71 ------ 0 - �c�ec� c�ra�9r.- �r ��►n c ��M r� ` - ��.��-4��h�_y rn rt fle _ _ C> 0 f�o�S�FFOLAcO c TOWN OF SOUTHOLD-BUILDING DEPARTMENT Y Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 oy • o, Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtowno.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ECEUVE PERMIT NO. 5 A 3�9 9 Building Inspector: A UG 2 9 2025 Applicatioris�and forms must be filled out,in thelrentlrety.Incomplete ''a cations will- b cceptN eownr,ani Building Dep artijent Owner's Authorization form(Page_2)shall be completed: ToWn csfoui)old Date: OwNER(Si_OF PROPERTY Name: t p SCTM#1000- air 5 � -Project Address: bo Ea-s�- LA�� E uS Ctbn 0— �93 CJ Phone#: Z-3.— 503 — j57(10 Email: d ��C S l r' Czfvy--aSi`-. ACA Mailing Address: ��'� ��1�J� �q Q 7L� (Jc' J . - CT ONTA '' k 0k Name: Al C e, L) 1 S CL- Mailing Address: Q (/� z 4 q Phone#: � �� Email: L=111 to ec d ack eery. DESIGN PROFESSIONAL7INFORMATI9N 11. Name: ' n �, � 1,J �t J I y I Surf. LLC . Mailing Address: Phone#: �j, z f — 7 5� Email: @ n S h _ n e,11 �l Sri` CONTRACTOR INFORMATION Name: h .�. �.. � Mailing Address: 5 ,5 5D `:i v\cAaj - dJ 0.. D t`" (ter l 6 (2 &) Phone#• mail: n 0.Z t Q CraA C—A Vv-r 1 DESCRIPTION OF PROPOSED CONSTRUCTION _ ❑New Structure ❑Addition (]Alteration El Repair El Demolition Estimated.Cost of Project: ocz , oon Will the lot be re-graded? ❑Yes XNo Will excess fill be.removed from premises? ❑Yes IyNo 1 _ PROPERTY INFORMATION _ _, - Existing use of property: intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes�\ lNo IF YES,PROVIDE A COPY. Check Box After Reading The ownerJcontractor/design professional is zesponsible for all dreinage and storm water issue. as provided by Chapter 236 of the rown'Code APPLICA710N IS HEREBY MADE to the Building Department for the3ssuanceCof a Budding Pentiit pursuant to the`Building Zone Ordinance of th`e Town of Southold,Suffolk;County;New York and othar applicable taws.OMinances or,Reguiations forthe construction of buildings, additions,alterations or for removal ordemolltionas herein descnbed The applicant agrees to comply witfi all applicable laws;ordinarces�build(ng cotle,` housing code and regulations and•to admit authoru eiJ inspectors on premises Arid m bmldmg(s)fornecessary inspections False statements made herein are punishable as�a Class A misdemeanor pursuant to Section 210 45 of the.NewYork State Penal Cavi Application Submitted By( r'nt name): C 14 P �t( �' C ArA[O EIAuth rized Agent I]Owner C Signature of Applicant: G Date: Z y JLe/Zf STATE OF NEW YORK) SS: COUNTYOF.aAF�-Q%-k_ ) tL !�. G1�U�s1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A a ow (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 manner set forth in the application file ther Sworn before me this /301 day of fps v��ri� � ,20 Notary Public TIMOTHYLEITCH NOTARY PUBLIC STATE OF.NEW YOR SUFFOLK COUNT( LIC.#01 LE0024350�„s PROPERTY OWNER AUTHORIZATION COMM.EXP.05/03/M0 (Where the applicant is not the owner) residing at J5z;-E) �4v :3 74(.S do hereby authorize V V `k �� W�\Zcl-Ac> to apply on my behalf to the Town of Southold Building Department for approval as described herein. a Sf , Owner's Sign ure Date L Print Owner's Name 2 N!F THORP 8 JOHNSON N 5W68W E 930.00' nto Posy. o UGGi v c , 4&W 'r 270 ILMAMVXM GllFt GRAYM w CWv6WAY Lu AGO LE- 4.P Y$TY rdlt8 l FRRW� WALK ccNm #100 — 9 1— - Fl) door pm sers a �J roP1c �� W �+ w uQ EPAW11 c7 4RS ti7 •' sa r oO Y O _43 no Liss_ s 5 W JV YV 130.0w �N/F THORP . AREA"2',�}�SYL C 0.30 DESCRIBED PROPERTY SITUATE Ai"EAST mft oN TOWN OF SOUTHOLD SUFFOLK COUNTY,NEWYORK CERTIFIED-TO.JOSEPH WALTER SLEDGE DONNA JONES SLEDGE FIDELITY NATIONAL TITLE INSURANCE FIRST HORIZON MORTGAGE. ®OQPYR5�ir22R9 C:N7C¢tCx.'3 KLIF!ai78 i�i!ffi�lraFd OFTi6:106:t8ffitiISAIP.QtJSr�1OFFi�$iN.GC91'flYitilAl2 T}846tlRYEr W14F�7f'RiT'/+J�PST�CJ1H7f1E4�OFpRACS10Ea0aT1�EiY7NdRTl7l�4[SIHIEA'..�_�Q�1� 13L1Ji957LO1E_7P7R3 BRF7LP.ilUW ENRtJ.IRCU ayV 7o s��vts�i7.'n/�iw�se�rur�OitJ�. WXV'4a499{`RV T3rr..W-V� - n�a CW=K scvcnv XMUR5SE=7smRBM'CZ VAkYtZrEIC=AuEtmrWARWrEM SCALE V-31T. uvr�+uma�exrs�r..c�sa�azapsrsaxxsum�a�no+r�aass.�rosw�acerasr:mraa�ux SGTL17000.097.00-7.�0-019.4II0 on ROT scisEfmcmcxr-rss SURUEYEOC.LIA.Y 2% LAND SURVEY LONG ISLAND.CO SM REr'r . . WARD BROOKS LAND SURVEYOR :v � I I OCEAN AVENUE BLUE POW, MY.- 11715 (631) 576-71794 (631) 363-3179 ss�oAt'`' tP1,+A€ DBROOKSO@GMAIL.COM RLE V 11430' 'Rood COMPLY WITH ALL CODES OF APPROVED AS NOTED NEW YORK STATE&TOWN CODES �1 AS REQUI ED AND CONDITIONS OF DATE:1 26 2SB.P.# S o 3lrr P q SQL OIDTO N ZM FEE • 0 6 BY 8lliElOI�TOWNRMN1NG BOARD NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE KY,S.DW FOLLOWING INSPECTIONS: SUUTflOIDHP('i FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION Fire separation FINAL-CONSTRUCTION MUST ELECTRICAL required as per BE COMPLETE FOR C.O. INSPECTION REQUIRED NYS Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS � -�rovide rC�uirfd smoke, and eelrbon Mono)(& de4crA IZ5 Qs 202D Res iQI � NYS Provide windborne debris . R 3�LI / 3�rJ protection for new exterior 1 glazing on buildings as per NYS Code. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIF7CA770N ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1016 LEAD. SHEET NO. _ 2X6EXTWALL, Sledge Renovation INSULATE TO CODE r q,.q• .1 REv 12s.25 PROJECTADDRESS f BEAM TO CARRY WALL 7 2)1-3/4"X7-1/4"LVL WITH FROM ABOVE 100 East Lane 2)2X8 HDR 1)1/2-X7"STEEL PLATE East Marion,NY 11939 �•�� t--- - �-=— SHEET TITLE -='t•.a. - I `—s.-`� B•ao 1n•- y B.-s^ r-6^ OWNER E {" BATH �g DONNA SLEDGE 423.503.1564 STRUCTURAL PLANS NVFy ❑ — z.B^ DONNASL@COMCAST.NET € X p J BEnROO a DATE DESIGNER ENGINEER HALL �r-to^ °' JENNA P.ELLISON JAMES DEERKOSKI n• — 631.291.7753 631-774-7355 REV 12/8/2025 " GARAGE JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM REMOVE WALL I = " ` - 'NOTE FRAMING PLANS DRAWN BASED ON NON LOAD BEARING t a — B•.B?t trz -tt trz ORIGINAL FLOOR PLANS PROVIDED BY 1s•-a trz^ a HOMEOWNER,IF FRAMING IS DIFFERENT THAN — BEDROOM1 o . 4"CEIL EN/ INING i EXISTING CEILING JOIST TO REMAIN SHOW AFTER DEMO,CONTACT ARCHITECT OR Nis E 4 -- ENGINEER G =� UP EXISTING FLOOR I I JOISTS TO REMAIN _•*• ------- I AN)-end, m e/y�l FIR E E EXI STING FLOOR s - LIVING c JOI 3TS TO REMAIN - SECOND FLOOR FRAMING SCALE 1/4"=1'-0" -QVFRI AV QN FIRST FI PI AN FRAME NEW STAIRS FRAMING NEW FLOOR �•`�. i' I FOR ADDITION 2X12 PT@ r 16"OC.MATCH HEIGHT TO EXISTING BEDROOM ' . :..: I.�I I:II II I'I I it I`�I IEI I� II I I I I:I BE/. BELOW ' GARAGE I I — ;I IM GARAGE SLAB I I n� NEIN 1=1 I'I I�1 — I DEFRi� O� LU BEAM BELOW :I I L---------------,J_...I Lft� I• ;:I EXISTING FLOOR L__ n CHI JOISTS TO REMAIN m w I I I:I ZLp I:il I;I o 25C� I:yl ICI A li:l I:I I'rl I4'I II I� I FIRST FLOOR FRAMING SCALE 1/4"=1'-0" :OVFRl AV AN RASFAIFAIT PI eN Sledge SHEET NO. Renovation PROJECTADDRESS 100 East Lane East Marion, NY 11939 OWNER SHEET TITLE DONNA SLEDGE TITLE SHEET, EXISTING 423.503.1564 & DEMO PLANS DONNASL@COMCAST.NET DESIGNER ENGINEER DATE JENNA P. ELLISON JAMES DEERKiOSKI 631.291.7753 631-774-73515 8/4/2025 JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM DRAWING LIST 1 - TITLE SHEET, EXISTING + DEMO PLANS 2- PROPOSED PLANS + SCHEDULE'S 3- PROPOSED ELEVATIONS INT / EXT 4- GENERAL NOTES 5- STRUCTURAL DETAILS 6- STRUCTURAL DETAILS 7- STRUCTURAL PLANS 8- 3D IMAGES *DRAWING SHEET SIZE 24X36 TO SCALE _ DEMO EXISTING KITCHEN & BATH TO STUDS I DEMO BATH TO STUDS I 1315 15T 44b 2ND FULL DEMO, FLOORS TBD 1763 TOTAL EXISTING D�PK BASEMENT WINDOW -_ - WITH WELL PROPANE PRE55URE 28330H ""'AusrnNTAKE ODH VALVE 3040DH 3068 r— — — — — — — — — — — — 2 DH— — — — — — — -- — — — !T— — — -- — --- — -- — -- — — — — — — — — — — — — — — — — — — — — — — — — -- -- HEATING SYSTEM / � � ► /i — 5 1/2 „ _ fib" 2' 1 Q'=9 1/2" I ITC N ' I / "<-2' = 5(1" 2' 10'-9 /2" I =n ( � (._._ •._. _3068_ 2268 L E D 0I-I I Zu 21068 2668 in I // I i m '-1 1/2" 2'-1" � G,�RAGE � I I � I STORAGE - -� - - - - - - - - - - - - - - - - - - - - - I Ry — — — " m i u 2668 n 11'-b" 3'_1" 15-� I I I BOTTOM OF RIDGE b'b" 20i-9 1/2 — — — BEDROOM 1 I I — — 24'-01/2° — — — — — — — - - - - o I �, _ _ C. Ln m DINING 15 4 I I I I BEDROOM 3 1 I-- — 1 " UP I I I I 6'10" CEILING 30400H 3040DH ENTRY I I I I \\\ 9'-3 1/2' _3168_ _21168_ - - - - - - - - - - - - - - - - ( I 268 FIRE <GE \ l— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 150"19 I *DEMO SCOPE TO BE CONFIRMED I BY HOMEOWNER AND GC PRIOR TO START I I _ _ - a - o m I LIVING I NOOK 211'-1" 10' QF NF I I 3340DH 3340DH L - - - - - - - - - - - H- - - - - - _ - - - - -� �Y A N Zf 4 EXISTING FIRST FLOOR PLAN - DEMO SKETCH EXISTING SECOND FLOOR PLAN - DEMO SKETCH `��A °..52 �.: c � `s 0 � SCALE 1/4"=1 '-0" SCALE 1/4"=1 '-0" �'FFSS rP i WINDOW 5CIHEOULE NUMBER ROOM NAME OTY FLOOR WIDTH HEIGHT DE50RIPTION TYPE COMMENTS Sledge RenovationSHEET NO. W01 BATH 2 1 2 31 1/2" 1I" W ANDER5EN - AR281 51NGLE A NING TEMPERED W02 BATH 1 1 1 41" 20" ANDER5EN AN-351 51NGLE AWNING TEMPERED W03 KITCHEN/DINING Il Il 15q 5/8" 13T, IANDER5EN 400 TW24210-2 MULLED UNIT MAINTAIN EX15TING WINDOW WIDTH AND LOCATION SHORTEN FOR COUNTER W04 BEDROOM 2 1 1 72 11/16" 56 7/8" ANDER5EN 400 TW2646-2 MULLED UNIT SMALLEST EGRESS SIZE PROJECT ADDRESSJul -CONFIRM 2X4 WALL THICKNESS 100 East Lane -REPLACE 6 BASEMENT WINDOWS, MEASURE ON SITE East Marion, NY 11939 NUMBER FLOOR OTY ROOM NAME WIDTH HEIGHT OE5GRIPTION DOOR SGHEDUJLE CODE GOMMENTS OWNER SHEET TITLE Doi 1 1 GARAGE 180" 90" CONFIRM DE516N AND 51ZE DONNA SLEDGE PROPOSED PLANS & D02 1 1 GL05ET/BATH 1 24" boll DOUBLE HINGED-DOOR PO4 423.503.1564 D03 1 1 ENTRY 34" boll EXT. HINGED-DOOR E16 REPLACE DOOR CONFIRM 51ZE HOMEOWNER TO GH005E STYLE DONNASL COMCAST.NET SCHEDULES D04 2 1 HALL/BATH 2 30" 78" HINGED-DOOR PO4 MATCH EXI5TING CONFIRM HEIGHT D05 1 1 BATH 1/HALL 30" boll HINGED-DOOR PO4 MATCH EXI5TIN6 DOORS D06 1 1 LAUNDRY/HALL 30" 50" BARN-DOOR E15 DESIGNER ENGINEER DATE D07 2 Il BEDROOM 3/NOOK 26" '78" BARN-DOOR PO4 CONFIRM DIM JENNA P. ELLISON JAMES DEERKOSKI DOS 1 1 LAUNDRY/DEGK 32" boll EXT. HINGED-DOOR E16 REPLACE DOOR CONFIRM 51ZE ON 51TE .HOMEOWNER TO GH005E 5TYLE 8/4/2025 D10 2 1 BATH 2/GLO5ET 48" 18" DOUBLE HINGED-DOOR PO4 631.291.7753 631-774-7355 D11 1 1 GL05ET/BEDROOM 2 60" boll DOUBLE HINGED-DOOR PO4 JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM GENERAL NOTES: 1 . THE INTERNATIONAL RESIDENTIAL CODE AND ANY LOCAL AMENDMENTS ARE TO BE FOLLOWED BY THE CONTRACTOR AND ALL SUBCONTRACTORS. THE CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS. 2. THE DRAWINGS ARE FOR GENERAL INTENT ONLY AND DO NOT DESCRIBE ALL ON SITE OR EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS BEFORE BEGINNING WORK. 3. CONTRACTOR TO COORDINATE STRUCTURAL ELEMENTS, MECHANICAL, ELECTRICAL, PLUMBING, GENERAL PRODUCTS AND CONSTRUCTION ASSEMBLIES AND PROCEDURES. INSTALL ALL ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 4. CONTRACTOR TO DETERMINE APPROPRIATEINSULATION TYPE TO MEET CODE AND OWNER BUDGET. 5. PLEASE CALL ARCHITECT FOR FRAMING QUESTIONS DURING CONSTRUCTION IF EXISTING CONCRETE STAIRS, BUILD STAIRS FOR BASEMENT' LAYOUT IS NOT AS DRAWN ADD RAILING, COMPOSITE BULKHEAD SHOWER KIT, DRYWELL FOR MATERIAL DRAINAGE REPLACE BACK DOOR - GC REDESIGN BATHROOM, EXPAND VERIFY SIZE INTO FIRST FLOOR BEDROOM REPLACE CLOSET SHELVING FOR PANTRY STORAGE, PAINI RENOVATE CABINETS ! BATHROOM, REDESIGN 4'-4" EXPAND BEDROOM INTO LAYOUT GARAGE, ADD DOUBLLE NEW AWNING NEW AWNING WINDOW WINDOW O REMODEL KITCHEN, WINDOW NEW LAYOUT LINE OF EXIST' ' ETR NC OATH i I i RA15E HEADER IF F05515LE, ' W1NDRNCE I I CENTER ON RIDGE � � REFERENCE W02 W04 EXISTING W0, OUTDOOR a EXISTiNC7 wiNoow i u 5HONER 3-q 5,_3„ _ SOGAT°N ' 11 -b ly J _ m; 8'- 1/2 " iE b'-5' Z S,co F_ Z u� ( ! — NEW WINDOWS, _ a BATH 1 CABINET PLANS BY in SHORTER, SAME OTHERS CONFIRM ALL I AA NDRY _ _ 15-9 1/2" 5 LOCATION DIMEN51ON PRIOR TO � _ _ _ , q h I I r-"' Ilk .';» — ORDERING Q _2'-S" 36'-3" 15'-9 1/2" i; EL 1 EL 2 W Q- 002 - ►n Firo roper D,0 W03 PG :3 PG 3 D06 Dos ` BEDROOM 2 ! I �'� vir .rationI TH 2 1 O I j Y S c_w per ln� I 1 1 " Code I SEC 1 I ,d HALL �1 -1 D I ( - PG 3 ! IWi — i D04 OPEN WALL TO ETR ETR ETR D1l GARAGE DINING ROOM (NON- - = Z LOAD BEARING , SEE _ _ - = _ - :� _ _ _ — G SET ® HALL STRU CT. j N 5TO RAGE W W cv W — — — �'r^O EXISTING — — — BOTTOM OF RIDGE 8'6" 2 1 1/2" 1 11 1/2" DN 3'-b" 15-8 1/2" - ADD HALF WALL -� 9��re0l — — — — — — — — — — — — — o BEDROOM 1 I _ � r w BEAD BOARD IN W N — — — DINING ROOM WITH _ KITCH / INING _ CHAIR RAIL TRIM TOP ,- W W '- _ - - - - - - - - - - - - - --'C °. u 8 CEIL NG5 W — — z - 20'-6" BEDROOM 3 W ADD DOOR TO UP I I ADD BARN DOOR — — LAUNDRY - SUGGEST EXISTING EXISTING FROSTED GLASS FOR EN Y a N I I 9'-9 1/2" LIGHT, BARN DOOR TO LIMIT SWINGING _ _ W DOOR) IN THIS _ETR_ _ETR_ --- — — — — —_ — _ DOl LOCATION FIRE GE D01 I REPLACE GARAGE DOOR - CONFIRM SIZE REMIOVE FRAMING, I z __ z REPLACE FRONT AND DESIGN MAK PART OF ROO UPDATE FIREPLACE X LIVING W DOOR, CONFIRM SIZE BASED ON CLIENT W �' AND SWING ADD NEW RAILINGS IMAGE, PAINTED (COMPOSITE WHERE BRICK WITH WO POSSIBLE - WRAP NOOK MANTLE, ADD GAS EXISTING COLUMNS LOG 21'-1" O F NE 11/ A (T1 RSA EX15TfING EXISTING ETR - s• . W �O 01> PROPOS D FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN °F_ �SSIO SCALE 1/4"'=1 '-0" SCALE 1/4"=1 '-0" SHEET NO. Sledge renovation PROJECT ADDRESS 100 East Lane L. I East Marion, NY 11939 9:12 ETR OWNER SHEET TITLE DONNA SLEDGE PROPOSED ELEVATIONS cli�, 423.503.1564 0 DONNASL@COMCAST.NET EXI EXI EXI EXIT11 1EIE, I' I DATE DESIGNER ENGINEER D°, JENNA P. ELLISON JAMES DEERKOSKI 631.291.7753 631-774-7355 8/4/2025 JENNA@JPELLISON.COM JAMESDEERKOSKI a@YAHOO.COM FRONT ELEVATION MAINTAIN EXISTING SIDING UNDER PORCH SCALE 3/16"=1 '-0" NEW RAILINGS ON EXISTING STAIR tt:t2 W03 EXISTING EXISTING ao I EXIn .KITCHEN ELEV 1 SCALE 1/4"=1'-0" RIGHT ELEVATION SCALE 3/16"=1 '-0" DINING I _=: .x. - - r TIT . W°�� KITCHEN ELEV 2 9:12 SCALE 1/4"=1 '-0" lilt 1NO2 ETR W04 DOB EXISTING Idea Panel lin Cellar Door W01 4xB Beam REAR ELEVATION ANY SHINGLES REMOVED s "— ' SCALE 3/16 =1 -Ot, FOR NEW WINDOWS, SAVE NEW RAILINGS FOR POSSIBLE RE-USE uu 3:12 -------------- W04 D08 D05 O ETR ETR DO6 EXISTING O 11:12 W03 EXISTING EXI5TING EXI5TING EXI5TING nF NFL N Vz4 NCO �'r 0 A 2 02 LEFT ELEVATION SS, SCALE 3/16"=1 '-0" BUILDING SECTION 1 SCALE 1/4"=1 '-0" Sledge Renovation SHEET NO. PROJECT ADDRESS 100 East Lane 4 East Marion, NY 11939 OWNER SHEET TITLE DONNA SLEDGE GENERAL NOTES 423.503.1564 DON NASL@COM CAST.NET DESIGNER ENGINEER DATE JENNA P. ELLISON JAMES DEERKOSKI 631.291.7753 631-774-7355 8/4/2025 JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM WIND FRAMIING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES • 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each Ipair of rafters in accordance to table 3.4. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING �� r� When a collar tie Is used in leu of a ridge strap,tthe number of 10d common nails required JOINT DESCRIPTION QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the,tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TQE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) 1).The infarmatian within this set of construction documents is related to basic design 2}. RAFTER-TO-WALL ASSEMBLY: CEILING JOIST' 8'WALL: 3-Sd COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for ratfter,ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss dco not fall in line with studs below, rafters TO TOP PLATE 10,WALL:4-8d COMMONJOIST AS PER FLOOR PLANS,CROSS SECTION, DETAILS,AND GENERAL NOTES g Y P g g P P FRAMING ELEMENTS State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the watt top plate.and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roof'fs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(O R301ALLS ALLOWABLE GREDEFLATER OF STRUCTURAL MEMBERS R30i.7 UNINHABITABLE ATTICS(NO STORAGE] 10 EXTERIOR(LIGHT FRAME}WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/i80 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME STEEL WALLS 14 ) ) O FINISHED CEILING 2},The General Contractor is responsible for ensuring that all work and construction 3}.WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME')WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAiL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shaft be attached to a common member in(the floor assembly with uplift connectors in BLOCKING ESCAPES 44 CEILINGS L/240G EACH TOE CONCRETE WALLS(6"THICK) 85 ( accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SO.IN.2000Ibs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 NON-SLEEPING ROOMS 40 First wall studs shall be connected to the faundat!'son,sill plate, or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum emibedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) V600 responsibility for construction coordinating with these plans,nor responsibility for foundation and stab-on-grade, 15 inches in masonlry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3tb.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 Inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING' specific use expressed or implied in the use of these plans. spacing is to be spaced and sized In accordance tco table 3.2a, in addition to spacing, TOP PLATE TO PER FACE NAiL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C} P p P P g P2 -16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sift plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMA EA SiDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIOtNS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/116 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with Bid common nails at 6"o.c.at the panel edges and 12"o.c. in the field,and FIRE PROTECTION Sym': SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the Interior attacheed with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXiDE ALARMS TO COMPLY WiTH R315 NYS } gypsum P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases, shelving, pantry,closets,trims,etc. edges and 10"o.c. in the field shall be in accordalince with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAiL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE It EXTERIOR SHEARWALL CONNECTtO)NS;FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirerments of table 3.15a-b times the appropriate BOTTOM PLATE TQ:FLOOR JOIST, BAND JOIST. 2 -16d COMMON PER FACE NAIL CLIMATIC &. GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD OD determine intended heights of finished floor 7}, INTERIOR SHEARWALL CONNECTIONS:s)above typical grade. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LiNE TERMITE' DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.144 shalt be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings#a rest an undisturbed (virgin}soil, interior shearwalls are used. Sheathing and conneections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting ti 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE JOIST TO: 4-8d COMMA PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL(OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete wails being attached to existing concrete structure shaft Header and/or girder connections shall be attachted with uplift connections in accordance BRIDGING 2-Sd COMMON EACH TOE be installed with#5 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. with table 3.5.Window sill plates shall be have stteel connectors in accordance with table TO JOIST END NAiL SHEATHING LOCATION NAIL SPACING (NAIL SPACING AT INTERMEDIATE NOTES 3S. AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted,all slabs an rode to be 3000 s.i.. Concrete to be 2`8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES: 1,3 g P TO JOIST END NAIL C @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs `�)•CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3.16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1 (BOTH FIELDS) NOTE:2 FOR PANEL FIELD 6"maximum lifts (layers). anchored on top of the beam or slope connectorrs shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Conmections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6).Crawl spaces to be provided with a minimum TS"x24"access opening. Install one attached with the above requirements. TO BEAM 3 -i6d COMMON JOIST NAiL 8x16 cast Iron foundation vent for every 150 sq.ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 .8dCOMMfl PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shalt be applied over 1). Unless otherwise noted,all framing material tm be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinizecc'or stainless steel. TO JOIST 3 -16d COMMON JOIST NAiL 1}. For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S. Residential Construction Code. 2}.Girders for deck joists to be bolted to each pox BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. t with washers and nuts. 2 -16d COMMO Girders on concrete piers shall be anchored with I proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long aenchar bolt with washers and nuts. 2}.Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0,49. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). posts supporting girders shall be anchored to ea 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt witth washers and nuts, Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). unless otherwise Hated,all framing and structural wood malaria) to be#2+BTR. below grade. Parches with covered roofs shall hmve 12"dia,concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4), Deck joists to have blocking at B 0 a.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and(edger. NAIL NAiL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bcolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1,3 (BOTH FIELDS) 4`EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. where needed. " NOTE:2 FOR PANEL FIELD 4). Unless otherwise noted. bearing wall headers to be 2 2x10#2 + BTR. Doug. GYPSUM 7 O.C. EDGE ) g ( ) g Sd COOLERS Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all WALLBOARD 10"O.C. FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 6}.Concrete piers shall be a minimum 6"above graade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and amchors. Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between Sill and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAiL NAiL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blacking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchorred the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMB IN(j) NOTES 7/16"OSB 6d COMMON 3"O.C, EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0,42<0<,the nail Spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0 . FIELD 7). Provide 2-1-3/4"thick microlams (height to match floor joists)around stairwell ands r 2)•Verify septic system with the Engineer for Suffrolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding.galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical), 3). If wall studs,plates or joists are cut out during,,installation for any plumbing related work, NAIL NAIL g P supported Y provide adequate bracing and Cates to r JOINT DESCRIPTION 8). Dormers tannin U roof rafters are to be su rted b double rafters an either side P q g P protect alnd secure the structure,Verify with the QTY. SPACING 1).PROVIDE 5/B"IYPE•X SHEETROCK FIRE STOPPING AT 10`o MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise Hated. State Cade and manufacture's recommendation font maximum hale SIZE and Spacing permitted. 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. PP STRUCTURAL PANELS Sd COMMO 6"Q.C. EDGE EGRESS OPENINGS 1vtlN.5.0 SO GRADE FLOOR HVAC SYSTE 'vt NOTES V OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFT under all bearing walls. ) P g PP Y N��("ES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adihearin to all applicable codes and safety NOTES: Fireblocking shall be provided to scut off all concealed draft openings(both vertical and horizontal) 10). Provide insulation baffles at eave vents between rafters. Install draft blockingas requirements. NOS' Fireblockin shal- and to form an l be provided in wood-frame e construction Iective fire barrier between stories,and n the followfi locations.ry roof Space. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY g g needed. 2). HVAC subcontractor is to full coordinate all s stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. } y sY q 1}.In concealed spaces of stud walls and partitions,including furred spaces.at the ceiling and floor equipment supplier, levels.Conwated horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted,aft roofs and walls to have a minimum 1/2"thick.4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as firebtocking in walls constructed CDX exterior sheathingI PI i). Nailing requirements are based an Walt sheathing SAIL COMPACTION: using parallel rows of studs or staggered studs. grade plywood.ood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system payout drawing and submit it to the General nailed 6"on-center at the panet edge. If wall sheathing Contractor and owner for final review and approwal. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES• shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed _ over subflaor as per manufacture's instructions. members shall be doubled,or alternate connectors, 2) COMPACTION OF NEW Ftt1 SHALL BE AT LEAST 95%PROCTOR 3)underconcealed spaces all toms plbetween w th current stringers N.Y.Sattthetop Residential d bottom tom of the run.Enclosed spaces 1).All electrical to be installed as per N.Y.S.Residiential Construction Code. such as shear plates,shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOiL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4). nings a vents,pipes and ducts at ceiling and floor tevel,to resist the free passage of ame s stlon.d TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION t i I hi h wall When wa sheathing s continuous over connected , ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2},All Electrical work shad be approved by a quallified Underwriter, 2). to have regular 1/2"sheetrock.All wails to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFtLL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). R' 9 i nd fireplaces,as required by current N.YS.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tot -16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or ��' " f cN approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 � , r torch down type material over. and R315 of IRC. r r 1i 16).ACC sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cap-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WiTH FLASHING CAPS TO COVER TOP SHEET NO. Sledge Renovation r.m= PROJECTADDRESS 100 East Lane East Marion, NY 11939 OWNER SHEET TITLE DONNA SLEDGE STRUCTURAL DETAILS 423.503.1564 DONNASL@COMCAST.NET DESIGNER ENGINEER DATE JENNA P. ELLISON JAMES DEERKOSKI 631.291.7753 631-774-7355 8/4/2025 JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING REPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STMS " ENDWALL RAFTER « WALL STUD CRIPPLE STUD o BOTTOM PLATE RIDGE LEDGER •" B ATHTUB ° HEADER' DOUB LE JOIST SID£WALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT 10 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 I--1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EAC�RAFTE JOIST DIRECTiOPQWITH (2) JOISTS. UNDER WALL, ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH j 9 / 92x6-2x$ LS26 i$go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER Wj THREADED ROD, ALL OPENINGS RT3 OR RT7 T"YDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1O LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LCC ATEO BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY AS REOUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION + SIDEWALL FLASHING W04p JOIST BLOCKING BLOCKING FOUNDATION TOP PLATE 2x4 LEDGER' _ FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER THE SPACE VENTILATED, ALL OPENINGS INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - $" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF v. INCH IN DIMENSION. INSTALL 4'0" O.C. + FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLCATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14, LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPLLARY CONNECT TO ON ALL OPENINGS / •�+ ACTION 4" - 6" RAFTER RT10 10-3/4" x 1$go. TYpOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O,C. f CONNECT TO ROOF VENTLATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga• STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8' x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL I ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE GAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"00 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING, AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM D PROVIDE HEMMER EDGES SO RAFTERS RIAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED R A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLA RT15 TYpOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. / RAFTER TO PLATE OVER RIDERM SLOPE AIR PASSAGE IF ABLE. SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS $" - 16" MSTAd$ 1-1/4"x4$" 169a. STRAP AND JACK STUDS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATESCONNE OVERSTUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS / DBL. SILL PLATE TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS f � \ CONC. SLAB r NEOPRENE ��', r 2x6 /2x$ CONTINUOUS WOOD PLATE TYP. CONIC. FOUNDATION n 6 MIL POLY V BOLTED TO STEEL BEAM 41TH ` GASKET DAMPPROOF EXTERIOR t, GRANULAR FILL ' � � 6MIL POLY ON EXTERIOR • t, , 1/2 ' DIA. BOLTS 0 48' o.c. STAG. • V °` STEEL COLUMN r 6 « d r o s� ° t t ' ROOF JACK ��\ �•.� , „ STEEL BEAM o CONC. SLAB a ,.«a n l.tl j \` ANCHOR BOLT EMBEDMENT: I 4" x 1/4" x 8" STEEL t, T COMPACT FILL : r BLOCKPOUREDWALLCRETE:15" '`. TOP AND BOTTOM PLATE `tl A 4 ROOFING LAPS `""*� • KEYWAY FOOTING o V A * • d « 1 tl ' n FLASHING AT .t WITH 1/2" x 6" ANCHOR BOLT r e 'A " tl CONC. FTC. a Q a o' S SIDES AND TOP USE WITH 3x3 OUARE WASHERS 1/2" GROUT ANCHOR BOLT CONNECTION 3 '. x {USP LBP55$ OR BP5$..) REINFORCING BAR 3" STEEL COLUMN 4" ""^'► L1 FOUNDATION j$" pIA. ANCHOR BOLT I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMIJM SPACING FLASHING LAPS i ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE R FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONIC, FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING IWALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' QC ROOF JACKS& VENTS DETAIL (SLAB-ON-CRADE) I r---� SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10j10 WWM GARAGE �_JOIST COMPACT FILL � DOOR17r USE 2X8 STEEL BEAM FOR BLOCKOUT •:" 4" SLAB • P.T. PLATE W/ 6X6 WMM \ SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE +�` < 1 • ° (WITH A NAILING PLATE IF NEEDED) AT END AND 3' " �'a « e« :• �° « TO BE APROX. 1/2" OR HIGHER THAN �,y<a ES OF WOOD tia ` . r • STEEL BEAM TO ALLOW FOR SHRINKAGE RAD R n --- -----'�--�--' " BEAMS VIDE STRAPPING TO KEEP JOISTS ALIGN : • e •'+',�' _ - o 'e 6 d e� `' ' �« (PRO ALIGNED) " �+ 6X6 W'W.M. „ ;- '^* to a ='tl M N. ,e D "I. a D K �'tl �!'tl n'r 4 CA • a ~`"''� NOTCH BEAM FOR MUDSILL IF REOUfRED -- MAXIMUM O a ,O • e° ♦o - P DE. _ rO SUBFLOOR FLOOR «� _ NOTCH EOUALS 1/4 DEPTH OF BEAM r D o e FOIST 4 EINFORCING BAR « e r•0 3 O : REINFORCING BAR e • Q•' o ra cS DRAIN TILE li---► 12" o :• SHEET METAL / 30# FELT UNDER BEAM AT POINT • 4 ll'n �.°4,° ,fir '? STEEL BEAM OF CONTACT WITH CONCRETE OR GONG. BLOCK ` "" w PLATE (BOLTED TO BEAM) SHIMS TO LEVEL BEAM Z Z TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOO?T1NG WITH (2) 14 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �� 072 �fil±SSlO P BEAM POCKET HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC &GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE SHEET NO. All required handrails shall be of one of the follow on following types 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. GROUNC WIND SEISMIC FROST WIINTER ICESHIELD NAIL NAIL Sledge Renovat i or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD JOINT DESCRIPTION QTY. SPACING NOTES 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOIST TO; 4- 8d COMMO� PER TOE PROJECTADDRESS 1).Type I. Handralls with circular cross section shall have an SILL,TOP PLATE OR GIRDER JOIST NAIL outside diameter of at least 1-1/4 inches and nc)t greater Girders on concrete piers shall be anchored with proper steel connectors anchored 20 PSF 130 8 SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE than 2 inches. If the handrail is not circular it shall have a Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TO HEAVY MODERATEI BRIDGING 2 -8d COMMO EACH TOE 100 East Lane (0 perimeter dimension of at least 4 inches and neat greater 3). Posts supporting girders shall be anchored to a 12"xI2" TO JOIST END NAIL East Marion NY 11939 Use a x12" thick concrete footing. , than 6-1/4 inches with a maximum cross section of mbn " dia x 7" long anchor bolt with washers and nuts. Footings Shall BLOCKING � EACH TOE dimension of 2-1/4 inches. be 4 ft. eimum 1/2low grade. CODE: 2020 IRC, 2020 NYS UNIFORM FIRE AND BUILDING CODE 2 - 8d COMMO J TO JOIST END NAIL BLOCKING TO: 3 - 16d COMMOt I EACH TOE SHEET TITLE 2).Type 11. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL OWNER inches shall provide graspable finger recess area on both LEDGER STRIP 3 -16d COMM01,I EACH FACE DONNA SLEDGE sides of the profile.The finger recess shall begin with a 5). A minimum of 10 Inch flashing shall be installed between the building and ledger. SOIL COMPACTION: TO BEAM JOIST NAIL 423.503.1564 STRUCTURAL DETAILS distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# TO BEAM 3 - 8d COMMON JOIST NAIL DON NASL@COMCAST.NET inch within 7/8 inch below the widest portion of the CAPACITY. BAND JOIST PEP, END profile.The required depth shall continue for• at least 3/8 6). Concrete piers shall be a minimum 6" above grade. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VEIRIFY EXISTING SOIL TO JOIST 3 - 16d COMMOI,I JOIST I NAIL DATE inch to a level that is not less than 1-3/4 inches below the DESIGNER ENGINEER tallest portion of the profile.The minimum width of the 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored CONDITIONS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS N IEEDED. BAND JOIST TO: 2 -16d COMMOP I PER TOE NAIL JENNA P. ELLISON JAMES DEERKOSKI handrail above the recess shall be 1-1/4 inche5 to a to girders}, 3).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR DENSITv(PEP,ASTM D 698 SILL OR TOP PLATE FOOT 631.291.7753 631-774-7355 maximum of 2-3/4 inches. Edges shall have a minimum 8). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRkACTOR TO HAVE 8/4/2025 radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM WIND LOAD PATIO CON N ECTI ON AND CON STRUCTION DETAIL DRAWINGS. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS ROR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA,MAXIMUM 4"DIA.MAXIMUM POST E) GIRDERMEADER 4 to POST/COLUMN E) 12"x12"x12" "-y �E CONCRETE FOOTING a to 4t A >0 V V DECK POST FTC,.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2)1/2-DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS GIRDER POST GIRDER/HEADER 0 0 POST/COLUMN A BALUSTERS RIM/DECK JOIST 0 CONCRETE PIER— 0 to OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION or ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN USE MIN (2) 1/2'DIA GALV BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION . . . CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER 0 PIECE OF SIDING BELOW UNDISTURBED SOIL 2-1/21'DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @32-OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIR TREAD 0 FIT CONSTRUCTION TUBE AND PLUMB RIM BOARD POST/COLUMN _0 0 0 BRACE TUBE ��'�'' � FILL AS PER MANUFACTURES'INSTRUCTIONS LAPPED L2 CONNECTED STRINGER FLOOR FRAMING 2x JOISTS BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS % a< LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 4x4 SOILID COLUMN PBS44 PBSE44 f KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED POOR Sol STRINGER TO DECK/PORCH CONNECTION 6x6 SOILID COLUMN PBS66 PBSE661 KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECKIPORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS --III IIIM 11 STRINGER 016 1:4EP (2)THP WOOD JOIST JOIST PD44 POST 4 CONC.PIER FOOTING ANCHOR *d1a. BIGFOOT SYSTEMS FOOTING FORM PIER 16•TREAD GIIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN F! COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS A —L.L—+ CONC.SLAB WOOD JOIST (AS REQ.) GIRDER/HEADER 0 AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. Iq rdia. DECK PIER THE DIVISION OF CODE ADMINISTRATIONS FINDS THIS PRODUCT PER PLAN I T-0" CONC.PIER ACCEPTABLE FOR USE 1 80 EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT C N EREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH GIRDER ER/SPLICED JOISTS OVER HEAD Cr THE PROPER STEEL CONNECTOR. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION APPLICATION x. TO ALLOW FOR SHRINKAGE. I (P - - JOIST TO GIRDER/HEADER I RTIO ITYDOWN ANCHOR CONNECT TO EACH JOIST / SHEET NO. -0 I 2X6 EXT WALL, Sledge Renovation �. ?V, y INSULATE TO CODE �4'-4"� " PROJECT ADDRESS 3 'f# , it BEAM TO CARRY WALL I FROM ABOVE 100 East Lane O ISl o.r l i i t rv? rr¢1N5 2) 2X8 HDR 2) 2'X12 HD - R DBL WIND East Marion, NY 11939 ETR D K ccrcservc EXISTING OUTDOOR 5HOWEft SHEET TITLE OWNER J U) DONNA SLEDGE BATH I- � g STRUCTURAL PLANS I CABINET PLANS BY — HERSCONFIRMALL }.. _ _ a 423.503.1564 A�pp {�QY L: ENSION PRIOR TO � `1-�-N 0)i`1 - .. ORDERING �___.................. �_h "?'�t r U I r _2'-a° DON NASL@COM CAST.NET r (.. ... w Do "v. X 13'-b" m _ m I u" DOb BE '� 01 ' DATE L -✓5 DESIGNER ENGINEER � HALL W1'-1o" "' N JENNA P. ELLISON JAMES DEERKOSKI w 631.291.7753 631-774-7355 8/4/2025 N i FIR ETR ( ET D" GARAGE JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM REMOVE WALL — NOTE FRAMING PLANS DRAWN BASED ON NON LOAD BEARING — — 2'-1 112" 1'-11 112" = 7' ORIGINAL FLOOR PLANS PROVIDED BY 1'-b" HOMEOWNER, IF FRAMING IS DIFFERENT THAN BEDROOM 1 x I — EXISTING CEILING JOIST TO REMAIN SHOW AFTER DEMO, CONTACT ARCHITECT OR TGHENI {NING - — _ — — — — b'-T CEIL N65 w W — ENGINEER 20' rr UP i EX:5TIN6 DX15TIII I EN I�/ D03 'n EXISTING FLOOR i JOISTS TO REMAIN — ETR= :. ETR ._......... __.... _......... ....._.... _.......— _..... ...._. _..._ .._.. FIRE GE D01 EXISTING FLOOR x LIVING w JOI 3TS TO REMAIN w m EXISTING EXISTING SECOND FLOOR FRAMING SCALE 1/4"=1'-0" *OVERLAY ON FIRST FL PLAN FRAME NEW STAIRS FRAMING NEW FLOOR I r I FOR ADDITION 2X12 PT @ 16" OC. MATCH HEIGHT TO I ' ( EXISTING BEDROOM - - - - - - - - - - - - - - - - - - - - - - - - - — — I .; L - - - - - - - - - - - - - - EXISTING Ir- - - - - - - - - - - - - - - - - - - - - - - - - — I - - — — - - - - - - - -I I I . I II -• I . I I .' I ICI _ I ••, i ICI ICI t I '. I BEAM BELow I I ( I I Itu — I G,4R,�GE I b' arr— .I I ;- I ' Ilu = I I I I GARAGE SLAB I I II II II BEMBELow I I I - - - - - - - - - - - - - - - -� i EXISTING FLOOR I : I t_- ="- - - - - - - - - - - - - - - -J CHI ( I JOISTS TO REMAIN I - I I •: I o I I I y I I- - - - - - - - - - - - - - - - J I Lu �O 11?y FIRST FLOOR FRAMING SCALE 1/4"=1 '-0" A� F1:SS0NP� *OVERLAY ON BASEMENT PLAN Sledge Renovation SHEET NO. PROJECTADDRESS 100 East Lane East Marion, NY 11939 N" SHEET TITLE OWNER DONNA SLEDGE 3DIMAGES 423.503.1564 DONNASL@COMCAST.NET DATE DESIGNER ENGINEER JENNA P. ELLISON JAMES DEERKOSKI -774-7355 631.291.7753 631 8/4/2025 JENNA@JPELLISON.COM JAMESDEERKOSKI@YAHOO.COM N' -h 411 R'4 mh ... ....... �7' A mo� imp=' ME '4 A 11"I"'I"I" "No rd a MOM -31"', E P""SM d 5,2 . ........... ................ . ......... FIRST FLOOR BATHROOM 1 SECOND FLOOR BATHROOM 2 j? �iwiu '21 "'T g' mg X-0 ........... KITCHEN + DINING ROOM *RENDERINGS ARE FOR DESIGN INTENT AND ARE ARTISTIC REPRESENTATIONS. ALL MATERIALS, COLORS, LIGHTING'1, FIXTURES AND CABINETS WILL BE SELECTED BY HOMEOWNER PRIOR TO CONSTRUCTION FIRST FLOOR BEDROOM 2 E +• Rom•• ... - _`I q!✓ _ �}!yY/',4' •� _. 1 ol C Ag pi '1 At- ,r r 't It �� \ pep. f .� r"y• � y� M• Q . �� - - -� _ ,'•"tom. � '��. ti t ,,pt O r mw AM ...ji a i ,d II Ifl_� ill LIB