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HomeMy WebLinkAbout52210-Z �o'0'pf SOVlyOlo Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47189 Date: 07/02/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 4510 Rocky Point Rd East Marion, NY 11939 SecBlock/Lot: 21.-3-26.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/14/2025 Pursuant to which Building Permit No. 52210 and dated: 08/25/2025 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: Accessory garage as applied for. The certificate is issued to: Allison Gans , Erin Wolfe Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52210 1/20/2026 PLUMBERS CERTIFICATION: OWL- Auth ed Sign ture '�'oF Soo Tyo TOWN OF SOUTHOLD 6 BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE 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#: 52210 Date: 08/25/2025 Permission is hereby granted to: Allison Gans 192 Water St Apt 1E Brooklyn, NY 11201 To: Construct a shed/garage accessory to an existing-single-family dwelling as applied for. Premises Located at: 4510 Rocky Point Rd, East Marion, NY 11939 SCTM#21.-3-26.1 Pursuant to application dated 07/14/2025 and approved by the Building Inspector. To expire on 08/25/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $325.00 CO Accessory Structure $100.00 Total S425.00 Building Inspector o��pF SO(/j�01 � o Town Hall Annex 4 Telephone(631) 765-1802 54375 Main Road N P.O. Box 1179 iQ Southold,New York 11971-0959 o�yCOUNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Allison Gans Address: 4510 Rocky Point Rd city: East Marion st: NY zip: 11939 Building Permit#: 52210 Section: 21 Block: 3 Lot: 26.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: K/ Electric License No: 55844ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage ix I Dock INVENTORY Service 1 ph In-wall Heater Recpt 5 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 8 Combo Smoke/CO Transformer Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 3 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 30OW Transformer, 100A Sub Panel 20 Circuit/2 Used Notes: Acc. Two Car Garage Inspector Signature: Date: January 20, 2026 OF SO//TyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. °`"o►���� 631-765-1802 �yv � o INSPECTION [ OUNDATION 1ST/ REBAR [X,FINAL LBG. [ ] F�Q�DATION 2ND [ ON/CAULKING [ RAMING /ST [ [ . ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: no � W�A z DATE INSPECTOR SOUT � ® (�(� # ING DEPT. TOWN OF SOUTHOLD BUIL `ycou 631-765-1802 INSPECTION. [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH 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: `- k/u`) co'l °(-CC cl-tq ' !.Vim, ���� I C T DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS CIA FOUNDATION (1ST) ---------------------------7-------- C FOUNDATION (2ND) z �o ROUGH FRAMING& p � PLUMBING r T ` — r ' INSULATION PER N.Y. STATE ENERGY CODE 1XIS4 ✓ FINAL ADDITIONAL COMMENTS - 5 Wo ctc # l l l o -,;LG wnc N C �Z -- m sa z H Jz r� d m b H =o�°SUFfotk� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E C E 0 E PERMIT NO.. a J Building Inspector: JUL 1 1 2025 .Applications and forms must be.filled out in,their entirety. Incomplete apple Iation's:will not be accepted."where the Applicant is not the owner,'an Bu ilding Department Owner's Authorization form(Page 2)shall be completed'. Town of Southold Date: 11 July 2025 OWNER(S)OF PROPERTY: Name: Erin Wolfe and Allison Gans scTM# s000- Project Address: 4510 Rocky Point Road East Marion, NY 11939 Phone#: 917-750-6489 Email: erinHwolfe@gmail.com Mailing Address: 4510 Rocky Point Road East Marion, NY 11939 CONTACT PERSON Name: Erin Wolfe Mailing Address: 4510 Rocky Point Road East Marion, NY 11939 Phone#: 917-750-6489 Email: erinHwolfe@gmail.com DESIGN PROFESSIONAL INFORMATION: ,a Name: Tiderunner Engineering & Design Mailing Address: 7 Ridgewood Street Bay Shore, NY 11706 Phone#: 631-839-4824 Email: tiderunnereng@optonIine.net CONTRACTOR INFORMATION: Name: NY Shed Co. Mailing Address: 885 Wickham Ave Mattituck, NY 11952 Phone#: 631-765-3090 Email: NYShedco@gmail.com D OF OF PROPOSED CONSTRUCTION ©New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 30,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? []Yes ANo 1 RMATION PROPERTY INFO Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. El ChEicktox After Reading: The owner/contractor/design professional is'responsible for ell drainage"and storm water issues as provided by Chapter 236 of the Town Code: APPLICATION IS HEREBY MADE to the Building Department for.the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations;for the construction of buildings, ,-additions;alterations or'for..removal or,demolition as herein described.the.applicant,agrees to comply,with allapplicable laws,ordinances,building;code, housing code'and regulations and'to-admit authorized inspectors on premises'and in building(s)'for necessary inspections.False statements made herein are' punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Erin Wolfe Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant: ! Date: I SULy 12�DZ5 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: -Qualified in Suffolk County COUNTY OF ) Commission Expires April 14, 2Z 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 manner set forth in the application file therewith. Sworn before me this ) ay of U� l , 20�) ' ~ Is. 6'A Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 o��g�fFOj,��o BUILDING DEPARTMENT-Electrical Inspector �Ski; Gy; ' TOWN OF SOUTHOL Town Hall Annex- 54375 Main Roads W05OX1, 1179 ` �- yc Southold, New York 119 14 959 Telephone (631) 765 OCZ 3 1 2025 oe �t ant APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2D �, Company Name: K \t Electrician's Name:, o License No.: Elec. email: Elec. Phone No: [request an email copy of Certificate of Compliance Elec. Address.: p phyMVL JOB SITE INFORMATION (All Information Required) Name: W6W-6iJS Address: p Cross Street: Q � Jd Phone No.: _p 32 Bldg.Permit#: 52Z CC) email: Qj,43Wbtfe g) � Cdw% Tax Map District: 1000 Section: Block: Lot: BRIEF DkSCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): lw'4- ko A-P'y'-r Oda Cm < a � b"u( s�6� w f s� n . Square Footage: I yb(3 Circle All That Apply: Is job ready for inspection?: ���-`� YES �NO Rough InElFinal Do you need a Temp Certificate?: YES VN0 Issued On Temp Information: (AII information required) Service Size❑1 Ph n3 Ph Size: A #Meters, Old Meter# ADNew Service0 Fire ReconnectE3Flood Reconnect[]Service Reconnect QUnderground❑Overhead #Underground Laterals F11 H Frame Pole Work done on Service? F1Y N Additional Information: PAYMENT DUE WITH APPLICATION 4 u to C ES \iuyw t P,\Jl \c uc) �G BUILDING DEPARTMENT- Electrical Inspector �Oa CO Gy, TOWN OF SOUTHOLp.,> �. �ti 1 o ` Town Hall Annex - 54375 Main Ro'adi Box 1179 �, s o • }; Southold, New York 1197`1 0959 3 2015 y,�01 �apl Telephone (631) 765-1�86d2 00� APPLICATION FOR ELECTRICAL INSPECTION '''"'` ELECTRICIAN INFORMATION (All Information Required) Date: :' Company Name: k-e ckv1c �C Electrician's Name: n License No.: Elec. email: Elec. Phone No: [request an email copy of Certificate of Compliance Elec. Address.: C) OokwtL JOB SITE INFORMATION (All Information Required) Name: WA t- S Address: p otA. kw- Cross Street: Phone No.: n c. BIdg.Permit#: 22�l� email: t,3V3o e ® ��.C�r►'� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 113�� A-b NPfy� -40a 66 V 0 kce5zy, `Sk�6a*�, tol OA Square Footage: ®G Circle All That Apply: Is job ready for inspection?: 0A-�- YES ®NO Rough In Final Do you need a Temp Certificate?: 0 YES VrN0 Issued On Temp Information: (AII information required) Service Size❑1 Ph F-13 Ph Size: A # Meters Old Meter# ADNew Service Fire ReconnectQFlood Reconnect OService Reconnect DUnderground ElOverhead # Underground Laterals 1 H Frame F1 Pole Work done on Service? DY ARN Additional Information: PAYMENT DUE WITH APPLICATION C"y') f�G 1 I I l gg Cy 4 L4 10 C �S -- Uy�t box \&U,-) 0, PERMIT# Address: Switches Outlets 4 G F I's Surface -L ,`� Sconces H H s - UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbdn`� M.i;cro Grb.Dis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo /Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps i 00 Have ';' Used v Comments -bl-a8g Albert J. Krupski, Jr. ,��°SUF � STOWWWA\T]EIR, SUPERVISOR 1��/1[A\I�A\�Gr]EI�� HENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) i! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) i NAME: ,� n w Date: i 1�Z5 I' 1 (Signature) q �' Contact Information: wcyt.re P '5ma:l L - (E-Mail&Telephone Number) _ j Property Address / Location of Construction Site: LIS fa 2ockA yo>,,. 1 ,A. S.C.T.M. #: 1000 �+ District j "' Lha U Ulf U0Section Block Lot j J U L 1 5 2025 Building Depff*hB9 COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i! 7oewn ®f Southold - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �' i ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! '! i ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit I DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ,I� ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold j Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN ­ a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. ill Reviewed By: ` ��C���� C� Date: FORM I SMCP-TOS December 2024 CC,, 7 I l �S� S.C.T.M. N0. DISTRICT: 1000 SECTION. 27 BLOCK: 3 LOT(S): 26.1 LAND M/F OF MARIE DALLI LAND M/F OF I KONSTANTINO MASTORAKIS I 264.40 MOH. I 0.9'N I < WIRE FENCE z 1.2'N N 820544010 H U.P. z 0 MON. m DIRT DRIVEWAY 1 1.3'S CP O NL�PY RIGHT OF WAY piRT pR � 50 W W O _ — N O_ CJ7 .p z CD Nor_ Z 41- O O 8.1 x o u o 102.9' mfJ C NC y U.P. pIRT/ STONE DRIVEWAY za.e Ao LAND M/F OF 92 1' PAUL MISTHOS N ENCLOSED �• Y 1 STY. q) C / f l pWELLING NG 3.5'STOOP (� #4510ul � r 2.1 v _ STUN BILCO 41 v 128.8' 26.5' �v DIRT/STONE DRIVEWAY 0 U.P. fcn o J C w W ^ VZ OD \vp^fi�. Ul N 0 111 c� o m O 4 D J` m Z U P MON. _ O� P. 237.51' MON. S 86049120/1 W EDGE OF PAVEMENT SOUTHERN BLVD. UPDATE SURVEY 09-25-20 THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SET MONUMENTS O4-10-20 AND OR DATA OBTAINED FROM OTHERS. AREA:08,725.07 SOFT. or 2.27 ACRES ELEVATION DATUM: -------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ALLISON CANS; ERIN WOLFE; MAP OF: WELLS FARGO BANK, N.A.; FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: EMINENT ABSTRACT, INC.; SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f f P.O. Box 153 Aquebogue, New York 11931 �r•� PHONE (631)298-1588 FAX (631) 298-1588 � � r,nn nr .-�. r ... nnTr. rrn n nnnn - -- .• .. ... . S.C.T.M. N0. DISTRICT: 1000 SECTION: 21 BLOCK: 3 LOT(S): 26.1 LAND M/F OF I MARIE DALLI LAND M/F OF I _ — I KONSTANTINO MASTORAKIS I �� 26'4• MON. I 0.9'N I ,.z'N WIRE ENCE N S2°54'40"E< U.P. z Ff MON. m DIRT DRIVEWAY 1 1.3'S CIt O RNEWAY 50' RIGHT OF WAYJ p1R1 p — � � o Qy� O z 0 D J z 0 o 0 102.9' m 00 C C. U.P. STONE DRIVEWAY DIRT - o 28.6' N LAND M/F OF 92.1 PAUL MISTHOS ENCLOSED A Q 1O 1 g7Y. FIRM. STOO DWELLING ELLIN 3.5'STOOP N A 21 SToD' BILCO 128.8' V--1 26.5' N DIRT/STONE DRIVEWAY 0 U.P. fir,) 1V O W 00 (n N m lQ �J m O o n m m z U9 MON. _ .P. 237.51' MON. S 86049'20"W EDGE OF PAVEMENT SOUTHERN BLVD. UPDATE SURVEY 09-25. 20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SET MONUMENTS 04-10-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:9 8,7 2 5.0 7 S Q.F T. or 2.27 ACRES ELEVATION DA TUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ALLISON GANS; ERIN WOLFE; MAP OF: WELLS FARGO BANK, N.A.; FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY; EMINENT ABSTRACT, INC.; SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design #� P.O. Box 153 Aquebogue, New York 11931 f PHONE (631)298-1588 FAX (631) 298-1588 FILE # 220-26 SCALE:1 =40' DATE: FEB. 19, 2020 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ' �Rocta APPROVED AS NOTED DATE-9-25 25 B.P# saa � o COMPLY WITH ALL CODES OF E O By. NEW K STATE&TOWN CODES FE 4" 5 a NOTIFY BUILDING DEPARTMENT AT AQ REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE MIDTOWN& FOLLOWING INSPECTIONS: i4 T0ymPU INGB0MD FOUNDATION-TWO REQUIRED m -mL*Tm FOR POURED CONCRETE' ROUGH-FRAMING&PLUMBING W INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C-0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN,,OR CONSTRUCTION ERRORS v RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE Provide windborne debris protection for new exterior glazing on buildings as Per•' NYS Cade New York State Law YOU Must Call 811 Before You Dig 'IV _Ile BUILDING DEPARTMENT DAT 4 ABBREVIATIONS a����O�Y Classification/Floor Area AGO ALKALINE COPPER aUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing Proposal Total ACT ACOUSTICAL TILE MAX MAXIMUM m AL ALUMINUM MIN MINIMUM J Cellar(Finished) p O O "��// , ALT ALTERNATE M. MARBLE 4310 ROCKYPOINTRI) E AaF ABOVE FIRST FLOOR MG MARBLE SADDLE 1st Flwr O O O psy ASF ABOVE SUBFLOOR MTL METAL N 2nd Poor O O O vv r•` A.S. ALUMINUM SADDLE N4 NOTP➢pLCfsBLE Total O O O P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT S B.G. BRICK COURSES NOM NOMINAL BD BOARD NA NOT REQUIRED U Garage O O O BOT BOTTOM NTS NOT TO NT(5)CAL EAST MARON , NY eQ Front Porch p BLDG BUILDING Oc ON CENTER CBB CEMENT BACKER BOARD OCe OCCUPANT(5) Rear Porch O O O CL CLOSET OR OVERHANG F Decks O p O CLG CEILING PART. PARTITION CUR CLEARANCE) PC POURED CONCRETE COL COLUMN PT POINT CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED 20-0' 12'Overhang O CJ CEIIJNG JOIST REV REVEVN(5) ('---------------- CANT CANTILEVER RM ROOM I QFQ CMO CARBON MONOXIDE DETECTOR RR ROOF WAFTER I 17 Overhang lS h" CIA DW'IETER P/R REMOVE AND REPLACE I p tL DIM DIMENSION SEC SECTION I u V I N O OR DOOR 5F SQUARE FEET I I (5 OTL DETAIL SIM SIMILAR I I O OWG DRAWNIS SQ SQUARE ON DOWN STL STEEL I I O EA EACH SO SMOKE DETECTOR I I T 5 G EL ELEVATION STD STANDARD I Haaacl:ad Ccnc Slab Foundation EQ Ea UAL TO TOP OF CURB I I EX EXISTING TEL TELEPHONE I I 2 x 12 RR 016 OC EXH EXHAUST THK THICKNESS I I C EXT ExiEaioR TOS TOP OF SLAB I I Z R301.2.1.1(2020 Residermal Code of New York Stare) EF EXHAUST FAN Tx TOILET EXHAUST I I o '� x Design Criteria Construction In regions where the basic wind speeds F EW EGRESS WINDOW TXF TOLET EXHAUST FAN I ¢ N exceed from ME— PC equal or exceed z FIRE CODE TYP TYPICPl. I I p OR DRAIN TEM TEMPORED it I 130 miles per hour shall be designed In In acwrdance FD F Ia, FIN FW15H(ED) TEMP TEMPORARY I � I whh one of the following: FLR FLOORING) UON UNLE55 OTHERWISE NOTED I I z FPSC FlRE PROOF SELF CLOSING V F VERFY IN FlELD I I Plans have been dell 0 FT FOOT(FEET) WC WATER CLOSET designed 2020 New York State Resd-tial Code O FJ FLOORJOST WR WATER RESISTANT ^n I I accordance with: GAUGE q GA 06 n GALV GALVANZEO � I I Q GLAS GL GRODUS L------------------ GFI FAULTINTERRUPT -------_J o CLIMATIC$GEOGRAPHIC DESIGN CRITERIA:(Table R301.2 GWB GYPSUM WALL BOARD x G Wind Exposure Category: B O HC HOLLOW DO z I I HOW KAZCWARE l 2oa L I I m Grwrd Snow Lwd: 20 PSF r� HIM HOLLOW METAL 1 Q Wind Speed: 130 mph 3 sec Gust W W 110 fastest mile ,OR HOWZOMAL h ) O HP HIGH POINT Foundation PlanDesignCa U F z HT HEIGHT Roof PlanW 'AC REAM G/VENTILATION/AR CONDITION e:sm:c egory 0 rj. H�, W H O IN INCH g Weathering Severe f/] A O INT INTERIOR 13 Frost Line Depth: 36 Inches (�H INV INVERT p JT JOINT It Termite Infestation: Moderate to Heavy KIT KITCHEN u LAV LAVATORY 1 1 1 :E,E Decay Probability: Slight to Moderate O 1/ U Winter Design Temperature: 51 W w 0�/ Ice Shield Underlayment Required Valleys and Perimeter U a F+H x-y J 1 1 o Flood Hazard Al Q �� V r Floor Plan Air Freezing Index 599 o 3 E w MIN.DESIGN PRESSURE DP ItRATING: z 0 W.daw. ZONE 4 DP 25 \ e Ihn^ m zoNE B DP 30 1 O ZONE 1 DP 25 y U al ZONE 2 DP 30 W 0 ZONES DP 30 RA. ZONE1 DP 20 N ZONE 2 DP 45 Legend / ZONE DP 45 Elusting Walls to Remain 0 Zone DIi8n11i1i: Existing Walls to be Removed New Walls and Part'nions 0 Front Elevation Insulotion v� - z C.M. Interior '4 Door C Vkdl ®P7h to..- W Window Zane ®Zone a 5trvctural Beam —_ Rear Elevation Minimum Uniformly Distributed Live Loads: Table R30Is USE LIVE LOAD DEAD LOAD m Outlet Qb Exterior Balwnies 60 psf 10 psf c Decks 40 psf 10 psf 'NU u) GFI Outlet �GFI 'Simpeon'HI2A at AD Asphdt Shing'es wen 15.Feh ,a n New Rof— war 1/l Cox pl ood 51-hh'vg Passenger Vehicle Garages 50 psf as per plan N s. Switch (see Demq4CJ 7.12 RR 016 op ATTICS without Storage 10 psf 10 psf c7 [= m ' ATTICS with Storage 20 psf 10 psf ZROOMS other than 51ee Rooms 40 psf 10 psf ❑ aCeiling Facture 30 SCALE:5tosing Rooms 40 pf 10 Exterior Fheture � Guardrails and Handrails 200psf 10 psf v4Smoke Detector 20 Pf 15 sfforCathLive t Ground Srow Load eo De ec ar O ALLOWABLE DEFLECTION: Table R301.7 ' + (2)2 x 4 Pkxe Venn ® \ (2)2 x a pmre Structural Member Allowable Defecton J � � Vent/LightcRe61in, w —hod to rafters Llir (2)2 x a vwra an bp.,—than Ian 342 wkh na(w'stea noo6�(r^� Interior Wads and pon . HABO DWG.NAME: Ceiling Fan x \ II,ZZZ/// O Ali oO—d—.1 Cabe, �p GO` 'E^ \J A➢other Slrvrnrd Hembere L/240 `/ K Exterior Wmla w/dsm ar.N— Hr6p SHEET Right Elevation r-nl 5win, 2'x 4•.ices® Tremed 2 x a Plat Exrernr woos-wnd Laads(a)w/Bri„b F�Lslaz L/2ap Left Elevation is'D.C. Exterior Wdls-Wvd Lwd(a)w/Fb.de Fina ro v 20 DWG.NO Note: L--Span Length H=Span Height Grade a.The Wind Load shall be permhted to be taken as 0.7 times the 1 P3 Bars Cant Lp Haunches Cow Slab Component and Cladding loads for the purpose of the determining T deflection limbs herein PAGE 1 OF 2 Section GENERALNOTES r^a�a'.aaa^•r•,".+n^•,co�aes`.+a�uwmn.aw.v RIDGE STRAP DETAIL TYP WALLNJINDOWAIR SEAL FIRE/SMOKE DETECTION GIRDER 70 S.S.P.COLUMN a.ALL CONSTRUCTION TO CONFORM TO ALL STATE ANO LOCAL CODES. a.11NSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. r.vruw.wxmm.,Rasena v INSTALLATION @ 16"O/c b.THESE ORAWING500 NOT INCILOE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b.SINEI-E&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL a>c,rm„pq LSTA24.NO Us.UPLIFT CONTRACTOR ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS,IN c.BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R31 a.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. ' d.BUILD ER TO CARRY WORKMAN'S COMP.INS.IN AMOUNTS AS REQUIRED BY LAW, c AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE s... e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O.IS ISSUED. IMMEDIATE VIGNITY OF BEDROOMS ON THE LOW ST FLOOR LEVEL THE CARBON MONOXIDE �« (.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL Z034 AND Lift.217.AND IS TO RE INSTALLED AND MAINTAINED IN �•��•~~�'�Tas~M_ ' aam a°°" d 'e DEPARTMENT. ACCORDANCE w/MANUFACNRFA'S INSTRUCTIONS e�..r...w.e,..u...s.wtir aam aaco aaax GTrsty lmsRp AS As-or ` g.ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERV190N OR NSPECTON, d,EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FlREBLOCKING It DRAWN ARE NOT In BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO S.S.P.CAPS-KLCC SERIES mxlwKXa elAp orsuuxr BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. I.THIS ENGINEER HAS BEEN RE MINED FOR WORK SHOWN ON THIS DRAWING ONLY.ENGINEER IS NOT ELECTRICAL NOTES F.e... ..d...........«�.,�,.,..,.�..�... „oo >Aw avo m � e mxlwwss auomswwxr F RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. 1 I.DESIGN W COMPUANCE W/2020 RESIDENTIAL CODE OF NYS,2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. wwsow NrtwlTu prslmwc raav AT OF NYS,WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE 010 ON 200 AMP SERVICE. ..wVw...,.....xw.en.v. TYPICAL FRAMED OPENING c.ALL WIRINGTOBEMIN.I9 AWG. d.CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLESS NOTED OTHERWISE. '^"•"u' SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. xs..+r avaD4•�+re r.."a f.ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. O191f'u" p swdc rasa AT a.PITCH GRADE AWAY FROM BUILDING. g,ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST vw r�.o r""..os.v+a w...,,.....vr.w+rw« nn. Wwpow HgwETu b.PROVIDE DRY WELLS AS REQUITED, COMPLY W SER.E3402. w c.ALL TREES WITHIN IS'OF CONSTRUCTION TO BE PROTECTED. bPROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC,SEE SLR.E3405. „„T,q, r"""'•'^•°'•'•'��"1""•"iii0i�'•��' mxnwls euo orswwc+ d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION L ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. e• SHALL BE REPLACED AS REQUIRED. a.s.....vu r.�...w.-..«..e,s-w. e.ALL CURES.SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. '� wrev `RAOf AOPL aw.,..x,e..,w....erw�......,...",s..,x........w.we.Amr. ATTIC LAVE AIR SEAL EXCAVATION NOTES INSULATION NOTES a.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO TADIE Raola l"-=la-IvnvB LD uuNI oix Sms NOnG%x D'PAxeae rwv suurrt'� mxneu°us sup or suuxt SPECIFIED LEVELS. a.ALL EXTERIOR WALLS, OVER LIN ONDMONED SPACES SHALL BE AO-BFARWG UNTIES OF FGtn9nnoN tv.TERt4Ls sw(oALVElayscErm LE .recmwsu . It.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD INSULATED.ALL INSULATION TO BE FIBERGLASS.FOIL FACE WITH FOIL ON WARM ..um SLOE.CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING MATERIAL NEEDED FOR BAIX FILL,TO IA STOBE PILED SEPARATELY,NOT NEEDED "" s IRwo w sutANT H'r MATERIAL AND UNACCEPTABLE MATERIAL 70 BE LEGALLY REMOVED FROM I SITE. 0.ACOUSTICALINSULATIONAND MECHANICAL A IC LRO OMB.IN WALLS,FLOORS ANO CEILING AROUND PRESSURE(ponds per sgmre 61191 uuaa N ALL BATHROOMS TER MECHANICAL ROOMS. C Une bedrmk 12,G00 w - 0 c.BACK FILL SHALL BE PLACED 12'LIFTS&COMPACTED TO 95%OF MODIFIED ryata sNmx�ilwc==ry cr,rvn O c.PROVIDE PERIMETER INSULATION A$PER CODE AT ALL FOUNDATION WALLS. PROROR DENSITY. Sedmen aw fd-ared rack d,000 d.R-YAWLS ARESHOETAMAN SARE a-e! .- O 0 e.FINS.I0.ALL WALLS/ FL ANTS ROOFS INSTALLED ONCORDARMJN-WINTER SIDE Sar, g (GIN and'el 3,GK70 L 3 REINFORCING NOTES rvM9°,HsuL mmoTs ,"„soon O OF INS.TI ALL WALLS/FLOORS/ROOFS/CEILINGS CnON IN ACCORDANCE w/SECTION R322.ME S.M.ew,Sty saw,c,G sand,°Try gravel and cbyey a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED NT G ADESIG (.INSULATION MATERIAL G EXCEED COMPLY w/SECTION DEVELOP 0 AND IS TO HAVE A FLAME C7 m GRADE NEW BILLET STEEL CONFORMING TO ASTM A fi15 GRADE 60 HAVING A DESIGN (SW,5P,SM,SC, to ad GCJ 2,000 _ p� SP11EA0 INDEX NOT TO E%CEE025 w/ASMOKE DEVELOPED INOE%NOT Ib EXCEED ��-II�. 450.TESTING METHODS MUST COMPLY w/ASTM Ego STD OR UL 723.ALL EXPOSED CJW' L, O.Y. C cby,dayey St.Sr aw candy aBt 6 Q STRENGTH OF 60,000 PSI. INSULATION ON ATTIC RCORS ARE TO NAVE MIN.CRITICAL RADIANT F WX OF 0.12 (CL ML MH arid CH) 1$OCb GIRDER/POST/FOOTING CONN. b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE NS INCHES FOR BARS PLACED AGAINST EARTH AND 2"FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM.TESTINGYS BE TARRIED OUT AS PER ASTM E970 STD.EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/0.703.9. GwoeR e ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPUCES NAILING SCHEDULE: Table Tabie 60230)2020IRC TO BE FORTY(40)BAR DIAMETERS MIN. GIRDER TO S.S.P.COLUMN DETAIL'A' d.WELDED WIRE FABRIC(WWF)TO BE 6'K 6-SPACES,910 X e10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note TN.aµoda.does rot ildude wiing for mewl 6vnvng shays(see eecten CONSIST OF COW DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for stripping aw requnenients aesbn for rough opar,fromi, w'S°O'' mxsltaALruEs esv N 70,000 PSI.W WF TO BE PLACED AS SHOWN ON THE PLAN. F e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING INSULATED GLASS,SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR rsq,vemanm} 0 O z CONCRETE PLACEMENT. APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS UNLESS AN naiing U a W-1 specBkadon h appees odes.ottsrwi- noted, a L WELDED INN FABRIC OF EQLINALEW STEEL AREA MAYBE SUBSTRIITEO FORM OTHERWISE NOTED. PasrAxOnq b.ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY j REINFORCING BAR GRID. Jdnt Deserpnon No.d Nab Nog Spacing BENCHMARK,STANIEY OR EQUAL SIZES AND TYPES AS INDICATED ON PLANS. CONCRETE NOTES FULLY WEATHER-STUPPLD,WOKS.UNLESS OTHERWISE NOTED. ROOF E CEILING FRAMING D D Z/8 VOJagD� NG ti c.ALL INTERIOR DOORS TO BE 1 3/4'THICK,HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BDLTs(91 Z a.ALL CONCRETE TO BE 1'c 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. µCrop°OLT 0 -CONC.STEPS TO BE 3,5DD P c @ 28 DAYS Rader ro T Rate oe-N Is)lOd Lannm Per Rafrn PA6 I-IDNG UAL BOLTS V C.ALLEXFOSEO CONCRETETOBEAIRENTRAINEO. Ceiln JdstroT Rate oe-. P)Bd Gammon.SOIL VAWE ASSUMED AT�-1 TON PER SQ.FT.AT DEPTHS NOTED.SOIL CONDITIONS ENGINEERS NOTE-FOR ADDITIONS&ALTERATIONS ONLY TO BE VERIFIED PRIOR 70 CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE Prtirion(Face-NoIQ CS)16d Common Eaµ Lop 0 PROXIMITY TO BEAN,CANAL WATER,ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGAUZE THIS STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTIONHOLEOATH BY LICENSED OR CERTIFIED SOIL M MINIMU EXISTING STRUCTURE. CaG q Jdat w P..III Rader(Fam-Nal'0 TCHe R8025.2 Eaµ LapInsBOTTOM OF EXTERIOR FOOTINGS TO eE 3'-0'MINIMUM BELOW GRADEe.ALL W OTWGS TO REST ON VIRGIN UNDISTURBED SOIL. BEFORE DESIGNING BEGINS,THE ENTRE STRUCTURE IS MEASURED AND EXISTING CONOITIONS ARE ColorTn to Rader Face- tOdGnuam Eaµ Ewf.STEP FOOTINGS DOWN AS REQUIRED.MAXIMUM STEP FOOTINGS SHALL BE ONE J/z POSTANCHOR DETAIL yy„2�Mp� 0 DRAWN.THE BUILDING STRUCTURE AND RS STRUCTURAL INTEGRI Y ARE VISUALLY INSPECTED ANOVERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. ro Radcr pe-No Ci)g.WALLFORMSTOREMAININPLACEINPLACE3DAYSMINIMUM. COOLED.pOTENTAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE 'C/ - w-reh.CORE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL Oft EQUAL. PINT' R,Bovd m Roder rd-No 16d Gamnm Eaµ Ew �12 � W y 0 i.CONCRETE CONTRACTOR SHAAND C NSTRU TIO N UATELOAD BRACING FOR ALL WALLS AS NOT ALL EMSTING CONDTtONS OF A BUILDING ARE EASILY ACCESSIBLE FORINSPECTIONBYTHE WALL FRAMING '< -- REQUIRED @ A UREQU0.E0 TO RESIST WINO ANDCONSTRUCTION LOADS. -- [� Z ENGINEER.THEREFORE,ENGINEER'S LOOK FOR CLUES,FOR EXAMPLE:CRACKS,AY BERFNML 1+1z7j.PROVIDE SAW W OR KEYED ANO FORMED CONTROL JOINTS FOR SLABS AND WALKS CATHEDRAL CEILINGS HSETTLSETTLING OV,CRUMBLING,ETC N SUGGESTAY NEED E O BE REP FOUNDATION MAY BE FAILING OR To Pbra ro T Plate Tam Hai 16!24'O.G Pm Fmr 'O.ON GRADE,AT 20'-0'MAXIMUM IN BOTH DIRECTIONS. IN ADDITION TO RIDGE � k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTUC,PWMBING KILLBE OVERTIME.THE FOUNDATION MAY ONEOTOBER OFWE,REDONE'SRREINFORCED,WHICHWILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES INAPROJECT. TYNINSTALL $TRAPPING I--IMECHANICAL ETC.COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENGES, To Rsea Isersectons Face ail 16d Carurcn Lcµ Fmd �O' THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND dt d Face-Hai 16d 16'O.G se.E. CONNECTION INSTALLATION II •�, F�-1 a 1.CONCRETE FOUNDATION WALLS TO BE CASs MONOLITHIC NO HORIZONTAL JOINTS AS FAR AS WE PARAMETERS OF THIS PROJECT.EVERY PRECAUTION HAS BEEN TAKEN TO INSURE ✓� in BE PLACED WALLS. THAT THIS STRUCTURE IS SAFE.IF A CONDITION IS DISCOVERED DURING DEMOLITION,CON r Nai 16d Caroms 16'0 .ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND c a cry Nges •- 2 W W •� SCORING AS PER PLANS AND SPECIFICATIONS. OR INSPECTION BY A BURRING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN T dBonan Rare ro rd-Na the Lonvrm Per Stud HURRICANE STRAP DETAIL Q 2y R.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING 50 THE CONDITION 0R CONDITIONS CAN BE RECTIFIED. CROSS-SECTION AU F.OR LESS.NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Rare ro FIFor Joist,Band Joist,Ew RT30F ,mxs¢ssuwa. W o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER Joan s Bioc End- t6d Conmm t6'O.C.F_Naz PLUMBING NOTES N^6( Naafi -995 lbs.UPLIFT p.ALL FOOTINGS TO BE'OR CONTINUOUS,PROJECTIONHE WAN SIDE OF FOUNDATION WALL R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 U call O MIN.(2)E MINIMUMMEANS 2'.-KE UNLESS WEENFOOTINGS SE AND TED(SEE FOUNDATION WALL. a.PROVIDE HUTTO OFF VA TO STATE AND CODES.AT Daubb Top Pan.Spgm(Face NaY) (B)Ibd Eaµ 52ed5plee TYPICALLIGHTSLOPEHANGER Y--i q.PROVIDE MINIMUM 2°x9'KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b.PROVIDE SHIN OFF VALVES ON ALL SUPPLY ONES AT ALL FIXTURES. U O O r.CRAWL SPACE VENTS,IN ACCORDANCE W R408 ARE TO BE LOCATED WITHIN 3'-0" c.INSULATE ALL SUPPLY ONES. REFERENCs- e.MINIMUM _ INSTALLATION @ 16"0/C OL FSFTER OF EAH CORNER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING FOR NA- OPERABLE AREA s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BTTUMINOUS WATERPROOFING. .ALL FIXTURES TO BE AMERICAN STANDARD,KOHLER OR APPROVED EQUAL 5.7 SQ.FT.(SEE mEaFxwGERosvRwr4:osvazE z CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR, i EXCEPTION z I.PIPING PENETRATIONS THROUGH FIRE-RATED WP11 OR FLOOR ASSEMBLIES ARE TO T de Bd Cnmma. Per Las a t} b.MINIMUM OPENING TYPICAL UPLIFT CONNECTION O O a ALL WOOD SILLS,BLOCKING,NAILERS.ETC.IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. HEIGHT 24° SOILTO BE ACQ(TREATED). g.WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE W SECT. i a Bd Comm PµEw b I.MINIMUM OPENING (FOR OPENINGS) p, b.PROVIDE AW M.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DSWNG&NOTCHING ARE TO BE IN ACCORDANCE W WIDTH 20' INSTALLATION e ALL HATS,BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2.PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS tl ro ae-Na Bd Comm Enµ Ew TYPICAL RT16T d.MAXIMUM SILL 14 .�. GALVANIZED. TO BE IN ACCORDANCE W P2603.2.1&PZ603.3.SEE P2603.4&P2603.S FOR PIPES HEIGHT OF 44' - @16"0/c O U d.ALL JOISTS,RAFTERS,HEADERS&GIRDERS SHALL BE DOUG FIR Vb B50 PS MIN. IN FUZE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. s T rod Cemmc. Ea Blmk TRUSS/RAFTER TO DOUBLE e.MUST BE N STUDS TO BE MIN.HEM FIR f'b 850 PSI. h.PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16°0/L .s. f 33 TYPICAL LSTA24 W 0 e.ALL SHEATHING SHALL BE 1/2'DOUGLAS FIR EXTERIOR GRADE PLYWOOD,NAILED Ed SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN Le er Ertr'ro Bean am-Nal 16e Lemma, Enµ Jes OPERABLE 5 •pgpT @ 6"O.C.2 INTERIOR&INTERMEDIATE BLOCKING POINTS,COVERED WITH 15 LD. ACCORDANCE W P2603.4. WITHOUT KEYS OR ' � k( 11/1S /io t p)Be epm,wm Per.al.r GIRDER TO CONCRETE PIER DETAIL TOOLS BU L LNG PAPER OR O BE 3 X INFILTRATION BLED BARRIER PROPERLY TAPED&SEALED. i.PIPE PIPE IS O ARE 70 COMPLY w/SECT,ALSP2605.M TABLE P2605.1 APPLIES,EXCEPT m b f.ALL SUB FLOORS TO BE BE PLYWOOD NAILED WITH TWIST NAILS @ fi"O.C. LEAD RIPE THE 70 BE USED.PIPE MATERIALS ARE TO COMPLY w/SLR.P2609. ad- m 16d Cannes Per Joist v up g.ALL WALL CORNERS TO JOISTS.DER P S NAILED ifi BE DOUBLED I.W PROVIDING E VOOR CO OF SOON MR.WERE SMALL COMBINED FOR TO PURPOSE ENINGS OF .w voauvua 3 raw wuna,n 4 h.HEADERS,TRIMMERS&S.BLOCK ST PARTITIONS TO 1/B STORY HUOBLOIX BETWEEN PROVIDINGINEWITHI1 FOOT OF EERESHALL BEAOOMANT ONE WITHIN I Ir 16d Canmc+ Pn Fao ANCHOR BOLT DETAIL5$� lx R eRstnsrp JOIST UNDER PART1110N5.BLOCK SR10 WALLS @ 1/2 STORY HEIGHTS&AT PROM OW,ONE WITHIN 1 FOOT OF THE CUUNG OF TIRE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHDB INSTALLATION @g J UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VIEWS Wood structural panels,subil-,roof and interior wall sheathing to g-y i.ALL CAP PLATES TO BE DOUBLED&NAILED WITH I Ed @ 12.00 IAA CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framing and particleboard wall sheathing to framing. ANCHOR BOLT-TO-PLATE h CORNER. -TO-STUD CONNECTION j.HEADERS OVER DOORS AND WINDOWS UP TO T-O'WIDE TO BE(2)2X6 FOR OPENINGS See Table RG02.9(3)for wood stmcturol panel me enor sheathing T-O'TO 5'-0'USE(2)2X8,UNLESS OTHERWISE NOTED. to wall framing SHEAR WALLS ON THE CONSTRUCTION TYPE DESIGNATION SHALL BE"I","11', amvslan0uopcwRptEs k.FOR HEADERS OVER T-O'LONG USE DOUBLE JACK STUDS. - ---- --- ---- Is .GRAm.Eros "19","IV',OR°V"TO INDICATES THE CONSTRUCTION I.MIN.BEARING FOR JOISTS,BEAMS&STUDS TO BE 31/2-. Table R602.3(3) n Lme^^eao msrvv mom CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 m PROVIDE SOUD BRIDGING MAX W-0"O.C.IN ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel 3/8•-1/S �'""^^ OF THE BCW$ R.PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES.(16"°/e,@ ---- - - -- 6 ac ty ac. wEwrasvaoR cReATe FLOOR TO FLOOR CONNECTION 4'-5'ABOVE ATTIC FLOOR)OR 1/30 WAY DOWN FROM RIDGE Wall Sheathing used to Rezist Wind �"w'n TYR CONNECTION FOR TWO z .ROOF FRAMING IS DESIGNED IN ACCORDANCE W WE PROVISIONS OF CH.3 OF THE Pressures L9/dy-T m Gammm 6•ac. 1Y o.c. STORY APPLICATIONS O2 2018 W.F.C.M. Minimum Minimum A/e'w1lc AvcxOR mLTeas-oC REFLECTI Ms TsaE ,N. p.PARALLAM,MICROULAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED 1 VS'- V4' , 6'ec V'o.0 m Wood Nominal MaXimum VE WHITE 7 . ATERIAL CORP.OR APPROVED EQUAL.MEIN Other wall sheathingALHr.Pq� pm N'a q.MATERVLL FOR STRUCTURAL MEMBERS IS TO BE IOENTFlED IN ACCORDANCE w/R502.1 Strucural Panel Wall Stool I a MATEWAL FOR LOAD BRG.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thicbness Sparing nutturd lusic Fberbmrd I M GcN Radaa g pc 6.oc REFLECTIVE RED ACCORDANCEw/R602.1. Minimum Nail PaUng (Inches) (inches) 1 Panel Nail Spadng Ultimate De_Sigo Wind Speed h SFeatNrg Nd V PANTONEN187 tat v r.STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS ��'- 2S3y Strum al Celu Rberboord 3/4'Ga4lzodeg STUD TO FOUNDATION CONNECTION sa z� OF THE LIMITATIONS SPEGFIED W FIG.R502.8.GUTS,NOTCHES,AND HOLES BORED IN __ �- Wlnd etc Csure ateg°ry d 3- DESIGNATION FOR STRUCTURAL COMPONENTS «1 ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Fietdc I 1zu swsuWRG TYFlGL URma RblULiwlwN B PENETRATIONS ARE SPECIFlCALLYCONSIDERED IN WE DESIGN OF THE MEMBER,IN Siae Penelr[ion 1 1/S GYP-Wmboard IV4 Screws Tac Tec. THAT ARE OF TRUSS CONSTRUCTION w IT (in) �_ I Ilinchesac.)(Inches°..)B C 0 4CE NIXD0IYN W/5/B'I/IIRFMmR00 II - N ACCORDANCE w/R502.B.2.STI0 DRIWNG&NOTHING ARE ALSO TO COMPLY w/ - - TYPICAL LSTA36 ET - 0 R602.6.(SEE DETAIL) 6d Camman_ 1.5 _ 2a/0 3 g 36 ^I 6 12 _340_ _ 115 _ 110 _ 5/8-Gypsum Wa9Lwrd 1 SrB Scraxs 7... T ac / II 0 3 t� U) s.IN ACCORDANCE w/SECTION R312.1.3,REQUIRED GUARDS FOR HANDRAILS ARE TO ed Common_ 175 24/16 7/16__I__l6 6 _l 11 170 (OR EQUIVALENT)4 FLOOR FRAMING,INCLUDING m t. N Wood structural Is combination subfbor NOTE: HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 9"¢SPHERE 22 6 12�_ 140 115 110 pane "F" GIRDERS AND BEAMS Ii I.STAIRTREADS SHALL BE 1 1/4"THICK CLEAR OAK,UNLESS NOTED. --'- --"-'--` �-- - ---'- 1/R N w u.INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 31 or Less 6d Cemmm 6'oc ty ac. STROKE Fop sxFAR O V ~ m to v.WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT mL a amox N�wtsnm 6"DIAMETER Z p z' to THAN 2001N ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX inw-E 4soatnwan vvmr„wro.4cvaTEwl+Asonpn-rmn�s(w..Y 7/B'•T �Cp„ 6'ac ty ac. p,aywc,vxw.swTesave U >6 j ❑ V 3 ❑ NOTGREATERTHAN 450,INACCOROANCEw/R302.9.4.TESTNGMETHODSMUST xmvwssUs¢svvcl.mmvscrw to gaxax sxo xnsu 6 X COMPLY w/R302.9.3 1V8--1 144' be Carvnm 6•ac Iy ac. ss .wT1ew1 vro'�rrsmi+a ri%r car zTu.sowpwc a r+ U ❑ ❑ U w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. Lnen-eESR;vG Va-u-c OF 50L(pM) "/"'Is�/s TRUSS SIGNAGE Y REQ IF ENGINEERED WOOD ON PLANS SCALE: X.PROVIDE 1-WOOD CLOTHES ROD N ALL CLOSETS. t500 2,007 B4OL17 c,aoc Err wand structural pwd rwf sheatNng aHachcd ro Babb end rmFfrarting ow m FLOOR TO FLOOR CONNECTION y.CFJRAMIC TILE SURFACES&NSTALLATON ARE TO COMPLY w/R]02.4,OTHER re,,.,,w,d r¢t-Kure rotnctlm, inter .uppmts within 48 Fµm d rod wgn and rid;n,rasa.hug be apau.M gcaulRmwquM,FT �4"-) FlHISHES TO COMPLY W R]02.5,&R702.6. F•tav v v m 6 naFes m cmrer wHere fia uk'vnme dnign wind speed b less Than L30 mph and x.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2.tay is v stag be apacad 4 nce.on mss wMe the udwlato dnign vied speed'm 130 mph or rymoswiww.GE 0 1p ENGINEER BEFORE CHANGES ME MADE TO THE STRUCTURE ON SITE. 3oary 23 A v v Bream but In.than 140 mph CAUBESIMRTO OS 9� samh B,nw,,.era..r neM rmm.ero-lmn rolw.mm,.t.notary auex�wT F) r + 12 ROOFING/SIDING NOTES 2-- iR uw u RAFTER TO DOUBLE TOP PLATE DETAIL TYPICAL STUD PLATE 71E SERIES-SP4 FLOOR TO FLOOR CONNECTION a.ROOF COVERING MATERIALS ARE TO COMPLY W SECTIONS R902,R904,&R905 AND a-oO^' v INSTALLATION @ 16"O.C. 7]008 ARE TO BE IDENTIFIED IN ACCORDANCEW R904.4.ROOF DRAINS ARE TO BE O2 2a 16 v CORN PF.P (CANTILEVER CONDITIONS) CLFiWG djjp," INSTALLED IN ACCORDANCE w/0.903.9.DRAWINGS AND DETAILS TO BE SUBMITTED. &wh adafUrr a-oaeamm,.y ALwG DOUBLE I.M. •ry 114N, b.ASPHALT SHINGLE UNOFRiAYMFM IS TO COMPLY W SECTION R905.2.3.SELF SEAL Inca t6 U v v T Ct 1/2 TG INSTALLATION @ 16"a/c TYPICAL LET /TSSb STRIPS AND FASTENERS ARE TO COMPLY w/R905.2A&R905.2.S.DETAILS OF a.'w rASTFNE0.5:10.10mt1 1R T z.4 s>w wsu ets•Oc - DWG.NAME: ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES Sow a2 at g p Eu TYPICAL KST237 is cw ii7iis• OF 4/12,DOUBLE UNDER-LAWENT IS REQT.IN ACCORDANCE w/R905.2.7.THE REQ'D RATES H 319/16 51 'uttUT DETAILS UNDER-LAYMEW IS TO CONFORM w/ASTMD226,D 1910,D4869,AND 06757.AND IF 11 }2 / ow APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) Fa 5411,d,.2ga mm,srA.,d p.r.v,ve rwt.OaaTs tD=. DdUeLL m5TIN42.RLL Md c.FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF m,m I'y wlrl,V v h--h.e,w de w,V Ie.wme eFmM a TOP- �T P.-e1.CCIUNG I � & NOTE S UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED o FUh poo.d vocal,ramnd mmoe mrmw a,rc.le perm'm.d BITUMEN SHEET,IS TO BE USED&IS TO EXTEND FROM THE EAVE'S EDGE TO 24"MIN. RAT[ x.4 muaU TOP FLOOR-TO-FLOOR INSIDE THE EXTERIOR WALL UNE OF THE BUILDING IN ACCORDANCE W R90S.2.7.& R905.1.2. n I.,...v INSTALLATION @16°o/c DWG.NO.: d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE w/R703.8,R903.2,&RSOS.2.8. 2X4 STUD WALL P 16' uw s A _ 1 e.HOUSE WRAP MATERIAL OR BULDNG FELT&ITS INSTALLATION ARE TO COMPLY w/ Er,cHsruv A 1 R703.2 U.r_ r groP zxe Sn.O wAL e16•o.O I. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ 7VPICALH76 -ta701bs.UPLIFT Gloms vz• - WALL TO CRIPPLE WALL CONNECTION R703.3.2. TRUSS/RAFTER TO DOUBLE (n14az1 PLATE INSTALLATION PAGE 2 OF 2 E ARTmrN-r AB RE�RATDN 1W �. �4C ESSORY SHED # �� GI ybI rAr¢a 4510 ROCKY POINT R - 1 2026 JUL a FPweF EAST M,a R O N, NY � Building DQp2lYtf7!ATe Paaa olNPI Of SO th01 I I - eoEr.aoa R , W I I o¢ I I rt . I vw wv Gns 9ba P.vlM I I I p 4 ww.la Vo]D...a,nm c.l.a/w.rwk sn,.) rmgtu•� y I I �9B��5� � j I Pbw lm.bm enP.! 30]O N.w rwk 5rm¢..l.r/d Cd. � wa w.rmvtsncwi I I a� I I '"'"` � .r wC w.TEaatrsbT °� .u�v I I n eeee.lwc o� ova axv auv�.�q u P I s ________ LIMATcCeE GEOGRAPHIC DESIGN G RffERIA Rmk -m C a I g q I I Gr..�!Smw kvu 30 PSF Q y w p a\vw 9Po.G taO.W 9...G.n W� O emmv,am�lrca+ Foundation Pian Flaar Plan Roof Plan 5fi1 O"'"c°"a" W z F. w.wnw/,a rn A O u,.n. w P bxN aMro w. o a z4 ti U www Dna+r..w.n.. s W IWi,O b.sb�.a un>erorm.*a.;...a vmn.oa Pwrolw U.-1� a bdw 599 MIN./DESIGN PRESSURED INC.RAT o `t o zuol. cass _ d cP ao >• >na OPT ` U F1 [a . - cP 90 O K } U DP O L.a.M ,fi � � ra•' DPiS 3mo drypYm: ¢+:sbp WMrol4min 0 Giny Wan.ro bvammn.n ......... P _ -El—f- _ - 17— ,:;, Z� wm=j . Rear FI—Hon Minimum Unlform DistrlbwW Live Loads. USE LIVE XAo M D LOAD Ga o.w. 0,e - PttCe..Mun3ve've. 5�.iie5 § w .ba+.i9+6 ae TTTCSHSvxva. mv.r HJ Pot z o � �a FOCnSo�rterSMa.P.em. bN tDO P./ _ Skeen crown 30 Po/ I w! f+.\roror R.v. ¢ e3Ja.nw.. 5ron .O wr low _ {N 3DD vd IO w! 5 v..hrsnre 'i 5mek.D.vxty 0 L'nr•Gmnl S.ew lna ]O v.! t5 �Np ALLOWABLE DEFLECTION: v ® pla.ew. a aP x mCOVER i . — = SHEET RigN Elevatlon c,r s:.,..s3 :..n Left ElevaMan . om L-5Ps V+a'b rb=Po,It.P+ aa�_� �' ..ilv W.M feel PolC.O.Tert.lrobNwnnO.'lnnnM f mu fie. Oerzswme Lbla^a bm.k.ek w.pw.drtv ls�m,k�.a wkwree5e S¢ation Mk. Nem Farcn PTGEI OP] c � _ c j _ I - � 1 1 1 � �r c : �— �1 . _ � -� 4� � :t ry Q � o � - a � rn � �. '�[ j .� T �. � T \ �• Q I �� S �-D r -pug • �1 J U L - 1 2026 ti+rnto,.,muae K+ee"vu f r M G N G t— JLI 7 J nrn � 7 U 5�- lc .- �v�rrA yyi^r„•.�..��f,J Y y i r• �F TWy. i J U I - 1 2026 ),c lit