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HomeMy WebLinkAbout48215-Z � TOWN OF SOUTHOLD dt� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY r " 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#: 48215 Date: 8/26/2022 Permission is hereby granted to: Siliris, Gregory 208 N Ocean Ave Patchogue, NY 11772 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 610 Miller Rd., Mattituck SCTM #473889 Sec/Block/Lot# 113.-6-14.2 Pursuant to application dated 6/30/2022 and approved by the Building Inspector. To expire on 2/25/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,006.80 CO-NEW DWELLING $50.00 Total: $3,056.80 Building Inspector � re, ' "�f TOWN OF SOUTHOLD—BUILDING DEPARTMENT Mrd Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htis: r' v ��Al �dtrr�n w Date Received APPLICATION FOR BUILDING PERMIT �'- For Office Use Only a PERMIT N0. d Building Inspector: Applications and forms must be filled out in their entirety. Incomplete TOWN OF�lS00 1'"- applications "applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: r' SCTM# 1000- /�' .00 D(p. 00 —&dl. dc,-- Project Address: &/f7 �� �i'� Ck � � � 0.01/ f' Phone#: ( Email: 14 'kolbrwec� . ivd—CO M �3 Mailing Address: 0I 'Z PY l 48 CONTACT PERSON: of 4 Name: �l i✓1.S Mailing Address: Phone#: ) 8c0 Email: 6110m 01;C .Gown DESIGN PROFESSIONAL INFORMATION: Name, G1 rC + t Mailing Address: ec0o „ee t Phone#: (�3( 8 -� Email: �QVMes� eo.SVi @ od•Cari'1 CONTRACTOR INFORMATION: Name: M4JAor7iCJe' lfo!!P Mailing Address; I40 Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estima ed Cast of Project. ❑Other Will the lot be re-graded? es 0 N Will excess fill be removed from premises? Oyes El No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: ;l L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 0 this property? ❑Yes LJNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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 all applicable 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. Application Submitted By(print name): cJ��arks ❑Authorized Argent &6wner' Signature of Applica Date: & lA STATE OF NEW YORK) SS: COUNTY OF f ) 5//►*-'. being duly sworn, deposes and says that(s)he is the applicant (Nam f ini idualsigning contract) above named, (S)he is the !^�aelyr- (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. ce Sworn before me this �_day of ,20 z- Notary Public Clarice Clancy PROPERTYT ITa NOTARY PUBLIC,STATE OF NEW YORK Registration No.01CL6418390 (Where the applicant is not the owner) Qualified In Suffolk County Commission Expires June 7,2025 I residing t g a 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 Generated by REScheck-Web Software Compliance Certificate Project 610 MR Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area, 3,090 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 610 Miller Road Gregory Siliris Mattituck, NY 11952 610 Miller Road Mattituck, NY 11952 (631) 258-8886 gregory@kolbmechanical.com MENEM= NMI 11", SIMEMM Compliance: 1.6%Better Than Code Maximum UA: 705 Your UA: 694 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home,. Slab-On-grade tvacleOff.s are no longer considered In the UA or per'"fort"n Kan Ce Compliance path In RESche ck. Each Slab-On-grade assembly in the.specified climate zone rust meet:the minimi..a n energy code insulation iZ-value and depth requirernents. Envelope Assem ll Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Req. Ceiling: Flat Ceiling or Scissor Truss 2,715 49.0 0.0 0.026 0.026 71 71 Ceiling 1: Cathedral Ceiling 375 49.0 0.0 0.022 0.026 8 10 Wall: Wood Frame, 16" o.c. 159 21.0 0.0 0.057 0.060 7 7 Orientation: Front Window: Vinyl Frame SHGC: 0.27 38 0.320 0.320 12 12 Orientation: Front Wall 1: Wood Frame, 16" o.c. 90 21.0 0.0 0.057 0.060 5 5 Orientation: Front Window 1: Vinyl Frame SHGC: 0.27 9 0.320 0.320 3 3 Orientation: Front Wall 2: Wood Frame, 16" D.C. 325 21.0 0.0 0.057 0.060 12 12 Orientation: Front Door: Solid Door (under 50% glazing) 41 0.390 0.320 16 13 Orientation: Front Window 2.0: Vinyl Frame SHGC: 0.27 41 0.320 0.320 13 13 Orientation: Front Project Title: 610 MR Report date: 05/03/22 Data filename: Page 1 of 12 Gross Area Cavity Cont. Prop. Prop. Assembly or Window 9.2: Vinyl Frame SHGC: 0.27 27 0.320 0.320 9 9 Orientation: Back Wall 10: Wood Frame, 16" o.c. 245 21.0 0.0 0.057 0.060 12 13 Orientation: Back Door: Solid Door (under 50%glazing) 28 0.320 0.320 9 9 Orientation: Back Wall 11: Wood Frame, 16" o.c. 429 21.0 0.0 0.057 0.060 21 22 Orientation: Left side Window 11.0: Vinyl Frame SHGC: 0.27 13 0.320 0.320 4 4 Orientation: Left side Window 11.1: Vinyl Frame SHGC: 0.27 16 0.320 0.320 5 5 Orientation: Left side Window 11.2: Vinyl Frame SHGC: 0.27 19 0.320 0.320 6 6 Orientation: Left side Window 11.3: Vinyl Frame SHGC: 0.27 19 0.320 0.320 6 6 Orientation: Left side Wall 12: Wood Frame, 16" o.c. 46 21.0 0.0 0.057 0.060 3 3 Orientation: Left side Wall 13: Wood Frame, 16" o.c. 112 21.0 0.0 0.057 0.060 6 7 Orientation: Left side Floor: All-Wood Joist/Truss 3,090 19.0 0.0 0.047 0.047 145 145 Floor 1: Slab-On-Grade (Unheated) 304 10.0 0.480 0.540 0 0 Insulation depth: 4.0' Basement Wall: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' 145 0.0 10.0 0.058 0.059 8 9 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 1: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' 79 0.0 10.0 0.058 0.059 5 5 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 2: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' 288 0.0 10.0 0.058 0.059 17 17 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 3: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' 79 0.0 10.0 0.058 0.059 5 5 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 4: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' 145 0.0 10.0 0.058 0.059 8 9 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 5: Solid Concrete or Masonry Orientation: Right side Wall height: 9.0' 443 0.0 10.0 0.058 0.059 26 26 Depth below grade: 8.0' Insulation depth: 9.0' Project Title: 610 MR Report date: 05/03/22 Data filename: Page 3 of12 REScheck Software Version : REScheck-Web C�J( Inspection Checklist lis Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. v ........ Section I Plans Verified Field Verified I & R40 ett Ip Pre-Inspection/Plan Review Value Value Complies Comments/Assumptions 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the f�j building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 3. d . ... .. . . .. ..- 101, Construction drawings an ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ,❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. _ 302,1, Heating and cooling equipment is Heating: . .w Heating. . .n�.... s � .. — p C1ComplieRequirement will be met. 403.7 sized per ACCA Manual S based Btu/hr _ Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hrBtu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1Low Impact(Tier 3) _. .... _ Project Title:.610 MR Report date: 05/03/22 Data filename: Page 5 of12 ... ....... Rough-In Fief Verified ComPlies, Comments/Assumptions MonsSRct_ionFraming / PectionPlansVerfied --------------------- IValue Value & e . D.......... ..... _ .............. 402.1.1, ...mm., Door U-factor. U U ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U U- ❑C � omplies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, [:]Not Observable 402.5 402.5 ❑Not Applicable _ _..... m.. �.a... _. .. ......................._................_- 303.1.3 e determined accordance ❑Doe ion products ❑Comphot Requirement q ment will be met. are with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable ,402.4.1.1 Air barrier and thermal barrier ORequirement Complies Re � twill be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable _ � ❑Com lies Requirement_ 402.4.3Fenestration that is not site built P q.. irement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 1, AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. [F 16]� 51C-rated sealed at recessed housing/interior edli finish � � -❑Does Not...... not ep... ;IC-rated recessed lighting fixtures ❑Complies Exception Requirement is applicable. and labeled to indicate :52.0 cfm ,leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts.in attics _ ._DComplies Exception: .__..... ........, [FR1 ] insulated >= R-8 where �.�... ion: Ducts located duct is ❑Does Not completely inside the e >= 3 inches in diameter and >_ ❑Not Observable building envelope. R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. . .._... rs and filter - ... ❑Complies.... ---Requirement will b. 403.3.2 Ducts, air handle e met. [FR13]1 boxes are sealed with ❑Does Not 1 joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. ( t ... 403.3.5 ding cavities are not as ❑Complies Requirement ent .. .... will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable .... 1 High Impact(Tier 1) 2Medium Impact (Tier 2) 3 Low Impact(Tier 3) . _ . . . ..W�... ..... �.. ... .....,_... ... Project Title: 610 MR Report date: 05/03/22 Data filename: Page 7 of12 Section ection # Insulation Inspection Plans Verified Fiel Verified C om lies? Comments/As sumptions Rei IDVI _ I .. _ All installed insulation is labeled ❑Complies Requirement will be met. [IN1312 or the installed R-values ❑Does Not provided. '❑Not Observable ❑Not Applicable 402.2.6 pEnvelope Assemblies Floor insulation R value. ❑ Wood F-1Wood ❑Do sNot table for value s. [IN1)1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable .. _... 303.2 Floor insulation installed.... ... �. �. . _ -.mw._ �..� ... .m___ � �...,, ....... . per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R R- ❑C �� .... ---... �. �� _ .mm _m . _ ......... omplle5 See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel E] Steel ❑Not Applicable ...... 303. m._. Wall l in atio manufacturer's instructions.e ninstallldpner � . �. ..e ... ....._...... �_w.. _ _ ......❑❑Do s Not Requirement will be met. ..p p q 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ...... .. ow Impact(Tier 3)1ogh Impact (Tier 1) 2 Medium Impact(Tier 2) . ... Project Title: 610 MR Report date: 05/03/22 Data filename: Page 9 of12 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies Comments/Assumptwns & 1I _1 eR.ID — C__.,_. __ w 403.5.1 Circulating have hot _ "❑Complies Requirement ement will be met. 2 is or ❑Does Not accessible manual controls. ❑Not Observable E]Not Applicable C ..,v.. 403.6.1 All mechanical ventilations stem ❑ om lies Requirement will be met. } [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying t ❑Co 3 ..........�............. ... PP Yin 9 heamplies°. ........Exception: Requirement ........� " is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. - .. ., 40Z j.l 1 Heated circulation systems ❑Comp lies Epti : Requirement is 2 have circulation pump.The ❑Does Not not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal 'for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 ...Electric heat trace systems ❑Complies Exception. Requirement is ,[F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand. n..... �... ......... .. .. .. – ....._ ..,....,.............w recirculation water ❑Complies Exception. Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F, 403 5.4 Drain water heat recovery units a m.... ......_.e .._............ ..... DComplies Exception: applicable. : Requirement X403. � is 1]2 tested in accordance with CSA ❑Does Not PP i B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more i showers. . ..... 404.1 90/ or more of EpRequirement Re uire..m.....e....nt..will...b..e.. met. [F16] fixtures have high efficacy lamps. ❑Dom Not ❑Not Observable ❑Not Applicable .. .. El . 1 el as lighting systems have P. Requirement will be met. [023] no Contin pilot light. Dom Not ... ....._ 0 ❑Not Observable ❑Not Applicable High 11 p dium Impact(Tier 2) 3 Low Impact (Tier 3) 1 Hi h Im act (Tier 1) 2..f Me� -- ......... ..�.....__ .... Project Title: 610 MR Report date: 05/03/22 Data filename: Page 11 of12 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 10.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.32 0.27 Door 0.32 0.27 Heating System: Cooling System: Water Heater: Name: Date: Comments SYMBOL LEGEND *ALL ELEVATIONS REFER TO NAVD88'DATUM BEARINGS SHOWN HEREON ARE BASED ON LIBER 12206 PAGE 0897 El MONUMENI FND gg I.P /i F FCU IP /ID SCT " SPO[LLEVAIIONS �C> uIILIIY POLE WtiItE VIIIF IY POLE W/LI CIII ;A "T MEMILLER ROAD SIGN �y 1 tL-YURANI rvc IFNcE(PVC) (BUNGADOW LANE) smc"ADE IENCE(YIIQ (30' WIDE) IA LAIN LN<FENCE(C.F) WI r(NCE \ IlO., VQ U MANHOLF ry hqC( 3 Q'A' NEE M I c — —L I c -- ©YARD INLET / W 1 YARD NUT EBAH/ 58$�^6_00E.. __-�� i X212.56, An uNT �� aEy L ELECTRIC MEIEN V ILI (As MI IIR LMI YV'.K ME fLR Tyr �\ r' A u ly�� W to 4ALJE w�`+t, F/ yQ. (�WATFT VALVc1L 1 5 1 \1 1 iN,v H -D \ �p ,ESI IIb L FRET NRUH uJ V W NOLLAND '�Y ,r l VIL'IAND SLAC D.0 "'RLSSEO CURB 1 1 i 1 ski p� FE FLNCI .�I MAS MA ONRY A ` JV I I PLA[ WEI NID(W II WI J N V _ A/W 2A --OLM CIL CELLAR LNIRANGE {t II /� 3�)a u(n oVt IIIANC K/0 KOC[ DVFJt 1 I Ii CAN I.CANIILEVEti V It O.().L LLNI A.6Y ON LINE 1 1 @]CHLSS cI y II „7x11 U/i Ov LINE Vr"`.�--�"' �I I WIt TAX LOT 14.4 C A FRAME STORY IF i pp r 1 E NOT � V\� 11 hr I 11u. NOTE, t^ I NO VISIBLE UTILITIESrr t1 :d DURING TIME OF SURVEY I t. TAX L4T\r14.2 ,1 e tI rt vti v\ f ryI r A, LOT AREA NO VISIBLE WETLANDS WITH IN 300' 4 V \ ` /'I OF SUBJECT PROPERTY II 0 IY \ IQ 45,3J045ACS.F. r w Ir"�bN NOTE / PROPOSED No VISIBLE WELLS WITH IN Iso' Gy LOT COVERAGE OF SUBJECT PROPERTY I�� y It laI I r i °�� LOT AREA 145,379.56 S.F. = 1.04 AC. L u _ I r RESIDENCE= 3,090 49 DECKS/PLATS = 61173 pp SE 3,702.22 i An� za•'{' S F. = 0.08 AC. ■ lit I,EeAR ...... � I 8%LOT COVERED ® N83°LIQ'20'.a 4EMW/ ra4 20%ALLOWABLE.. it (ACTUA4) TAX LOT 7 N08'02'20"W FRAME RESIDENCE i7 SCALE � A 7 LE L� (DBED) GUARANTEED TO: GRAPHIC SCA5Z25' GREGORY W. RAND KATARINA ANDREW T. F HIRKOLBAND SHARON L I TUTHILL 40 o 20 4D STEWART TITLE INSURANCE COMPANY NEW YORK TITLE ABSTRACT SERVICES, INC. 3 U^Y� e"t021 kt VISLU NR01'OSCG _ _ _ JH JL ( IN FEET } 1.I,/v /)I, INRUPOSLD ADDED _ II ,iI 1 inch = 40 ft. IS/I F,r7�•)601 t,URVEY _, w1 JL ,UESCKIF IIUN I x AHK - ° ' e�```,� SCALICE SURVEY OF PROPERTY HOLBROOK LANE land surveying SITUATE �) A m VILLAGE OF MATTITUCK t mjslandsurvey.com P:631 —957-2400 c- TOWN OF SOUTHOLD DR.:MC CREW.:JM SCALE: 1" = 40' SUFFOLK COUNTY, NEW YORK TAX MAP N0. Nly DATE SURVEYED:11/15/2021 JOB No.S21-3817 1000-113.00-06.00-014.002 f-I-OW LINE FLOW LUC B 86 g 72 1/4 f1 l'1 � 620 64 8 AO V2 60— � HYDROACTION AN-500 DESGRI nON ITEN PIN -180056 AN500+�`NITROGEN REDUCTION COMPLETE HA-180056 -18005 TANK,PREIPUMP 500 A 180056 5 KIT,SNO 2 TANK CONNECTING S'TANOARO 00 C 100110 ASSEMBLY,..RE-C'IRCIILATION 245 COMPLETE D AP600-P AP600 ATU W/PLATFORM COMPLETE -PLC E, EC50-30-L-84-PLC OPS,EC50-30.480 NP MIXER PUMP F O RE•CiRCULATION PUMP EFFLUENT FILTER TW-4 H - O it O , r e 1 oIY IIi„„ AK-080917-1 ,mp' ,^, 11""^ ^;'f 14x12 `ar INSIDE UD MEW + °u a + w¢a..au�.i:: euxaxtaacwc uwrdr tvrrsii . + � ...�. l• I Lf n .„1 { 1 r.P IIll! t I u VVV 6 t it O 0 ...., y n l7t V G„U YQI ..If� 1...1 fi I�r �..�YaY V...4•' —080917-1 PW 3 ,_p, 1 6/23/2022 M 3 .a. g�tiy...ri U'� R-22-1027 5 IaI F r.y - s � + SITE INFORMATION. SCDHS APPROVAL ADDRESS MILLER R ROAD,MDITTITUCK,N.Y, Michael Mapes,P.E. S,C,T,M 1806413-6-14002 163 PENINSULA PATH LOT AREN,45,379.56 SQ,FT.=1.04 ACRE RIVERHEAD,N.Y 11901 SITE PLAN BASED ON SURVEY FRIIM SCALICE LANDSURVEYING DATED 3/1612022 PHONE 1631-369-2170 slOONNCONNE"C110N5 ALL ELEVATION REFERNCED TO NAVD'88 DATUM ALL SURROUNDING LOTS WATER SUPPLY WITHIN 156'OF SITE NOTED 610 MILLER ROAD THERE ARE NO DRAINAGE STRUCTURES ON SITER11. "' PROPOSED SANITARY PLAN B UNDERGROUND PROPANE TANK SHOWN ON SITE D NO SURFACE WATER WITHIN 300 FT OF SITE DALE 6-1-2022 SCM.E:1--20' DRAWING LIST SHEET NUMBER SHEET NAME0 JIL �.�e,r;�f rF.� T-0.0 COVER PAGE T-0.1 NOTES &SPECIFICATIONS A-0.0 SURVEYr, . = APPROVED AS VOTED A-0.1 SANITARY6 10 MILLER ROAD �' A-1.0 FOUNDATION PLAN DATEB.P.#► Jia S A-1.1 FIRST FLOOR PLAN F4124��a BY: A-1.2 ROOF PLAN NOTIFY BUILDING DEPARTM;CNT'AT A-2.0 FRONT WEST ELEVATIONMATTITUCK NY 11952 631-765.1802 8AM TO 4PM FOR THE A-2.1 SIDE SOUTH ELEVATION ' FOLLOWING INSPECTIONS: A-2.2 REAR EAST ELEVATION 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE A-2.3 SIDE NORTH ELEVATION 9. ROUGH•FRAMING 8 PlAIMBING A-3.0 BUILDING SECTIONS & INSULATION A-3.1 BUILDING SECTIONS DESIGN CRITERIA 4L FINAL-CONSTRUCTIM MUST E-1.0 BASEMENT ELECTRICAL PLAN ®E COMPLETE FOR CA WIND SUBJECT TO DAMAGE FROM AM CONSTRUCTION SWU MEET THE SEISMIC WINTER ICE SHIELD USE/ E-1.1 FIRST FLOOR ELECTRICAL PLAN FLOOD LIVE DEAD WALL SHEATHING TYPE OF PJQUIREMENTSOFTHEGODESOFNEW S-1.0 FIRST FLOOR FRAMING PLAN GROUND SPEED EXPOSURE DESIGN FROST LIN DESIGN UNDERLAYMT. HAZARDS LOAD LOAD ROOF UPLIFT LOAD OCCUPANCY HEIGHT YORK STATE NOT RESPONSIBLE FOR S-1.1 ATTIC FRAMING PLAN SNOW LOAD (MPH) CATAGORY CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED SUCTION LOAD CLASS. CONSTRUCTION DESIGNORCONSTAUCTONERRORS S-1.2 ROOF FRAMING PLAN MODERATE SLIGHT TO PERIMETER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf S-2.0 STRUCTURAL DETAILS 20 psf 140 B C SEVERE 36„ TO HEAVY MODERATE 11 YES ZONE X 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf S.F.D. 30'-10"+/- TYPE VB S-2.1 STRUCTURAL DETAILS S-2.2 STRUCTURAL DETAILS TABLE .5 TABLE R301.T MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS INSULATION & FENESTRATION REQUIREMENTS- IN POUNDS PER SQUARE FOOT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb LOCATION MAP _ USE LIVE LOAD ALLOWABLE COMPONENT PROPOSED DESIGN VALUE CODE PERSPECTIVE VALUE AND CITATION COMPLIES 2 NOTE:ALL NOWENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER STRUCTURAL MEMBER DEFLECTION (PER 2020 NYSECCC) N.T.S. e RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH U180 UNINHABITABLE ATTICS WITHOUT STORAGE 10 MAX. U-VALUE=0.32 SOIL BEARING: FINISHED CEILING NOT ATTACHED TO RAFTERS U-VALUE =0.32 SITE DATA. SOIL BEARING CAPACITY FOR THIS SITE IS BASED ON TEST HOLES BY OTHERS AND n,9 FENESTRATION U-VALUE MAX.AIR LEAKAGE=0.30 CFMIS.F. YES UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 INTERIOR WALLS AND PARTICIANS H/180 AIR LEAKAGE=0.30 CFM/S.F. PER R402.4.3 &TABLE R402.1.4-CLIMATE ZONE 4 HAS BEEN DETERMINE TO BE:2,000 PSI (SQ,SP) PER TABLE R401.4.1 OF THE 2020 HABITABLE ATTICS AND ATTICS SERVED WITH FLOORS U360 RESIDENTIAL CODE OF THE NEW YORK STATE. 30 CEILINGS WITH BRITTLE FINISHES INCLUDING PLASTER AND R-7 SPRAY FOAM INSULATION 1^T}IICK(R=7nNCH) MIN. R-VALUE=49 YES SITUATE AT: FIXED STAIRS ( U360 CEILING R-VALUE R-49 KRAFT FACED FIBERGLASS BATT INSULATION WEIGHTS OF MATERIALS: e STUCCO PER TABLE R402.1.2-CLIMATE ZONE 4 BALCONIES EXTERIOR AND DECKS 40 MIN.R-VALUE=8 RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF(0.72 KNIM2)FOR ( ) CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM - 610 MILLER ROAD ROOFSICEILING ASSEMBLIES OR.10 PSF(0.48 KN/M2) FIRE ESCAPES 40 MASS WALL R-VALUE FOR FLOOR ASSEMBLIES EXCEPT AS FURTHER BOARD U240 R-10 RIGID FOAM BOARD AT LEAST HALF OF THE INSULATION VALUE MUST BE LIMITED BY RR301.2.2.DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: ALL OTHER STRUCTURAL MEMBERS U240 YES INSULATION PLACED AT THE EXTERIOR OF WALL MATT ITUCK, NY 11952 1. FIFTEEN PSF(0.72 KN/M2) FOR EXTERIOR LIGHT-FRAME WOOD WALLS. GUARDS AND HANDRAILS d 200' PER R402.1.2-CLIMATE ZONE 4 2. FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. EXTERIOR WALLS-WIND LOADS WITH PLASTER OR R-7 SPRAY FOAM INSULATION V THICK(R=7/INCH) MIN. R-VALUE= 19 SCTM. 1000-113.00-06.00-014.002 H/360 FLOOR R-VALUE R-12 KRAFT FACED FIBERGLASS BATT INSULATION YES 3. TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. GUARDS IN-FILL COMPONENTS' 50' STUCCO FINISHES PER TABLE R402.1.2-CLIMATE ZONE 4 4. FIVE PSF(0.24 KNIM2)FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE H/240 R-10 RIGID INSULATION EXTENDING MIN. R-VALUE- 10 WITH 2'DEPTH COUNTY OF SUFFOLK 5. EIGHT PSF(3.83 KN/M2)FOR 8-INCH THICK(203 MM)MASONRY WALLS. a a FINISHES SLAB ON GRADE R-VALUE 6. EIGHT-FIVE PSF(4.07 KNAM2)FOR 6-INCH THICK(152 MM)CONCRETE WALLS. PASSENGER VEHICLE GARAGES 50 a d Z INWARDS OF SLAB(R=5/INCH) PER TABLE R402.1.2-CLIMATE ZONE 4 YES EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 KNIM2)SHALL BE PERMITTED IN EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 TOWN OF SOUTHOLD SEISMIC CATEGORY D2 PROVIDED THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN ROOMS OTHER THAN SLEEPING ROOMS 40 TABLE R301.6 ACCORDANCE WITH TABLE RR3(11.2.2.4. SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VENEER WALLS e U600 MINIMUM ROOF VE LOADS IN POUNDS-FORCE ZONING DISTRICT: R-40 NOTE:L=SPAN LENGTH,H=SPAN HEIGHT PER SQUARE FOOT OF HORIZONTAL PROJECTION CURRENT USE: VACANT MECHANICAL SYSTEM FEATURES: STAIRS 40� SEE ENERGY COMPLIANCE DOCUMENTS BY OTHERS FOR COMPLIANCE. a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND LOAD TRIBUTARY LOADED AREA IN ENERGY COMPLIANCE: FOR S1: 1 POUND PER SQUARE FOOT=0.0479 KPA, 1 SQUARE INCH=645 MM2, SHALL BE PERMITTED TO BE TAKE AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD) SQUARE FEET FOR ANY REFER TO ENERGY COMPLIANCE METHOD FOR COMPLIANCE METHOD AND PATH TO COMPLIANCE. 1 POUND=4.45N LOADS OBTAINED FROM TABLE R301.2(2). ROOF SLOPE STRUCTURAL MEMBER AIR SEALING NOTES: a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 POUND LOAD b. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE 201 TO OVER SITE DATA. THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING:THE BUILDING ENVELOPE SHALL BE SEALED IN APPLIED OVER A 20 SQUARE INCH AREA. CANTILEVER. 0 TO 200 600 600 ACCORDANCE WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS(CHECKLIST)OF THE 2020 b. ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN C. FOR ALUMINUM STRUCTURAL MEMBERS OR PAVELS USED IN ROOFS OR WALLS OF FLAT OR RISE LESS THAN 4 INCHES PER FOOT(1:3) 20 16 12 NYS RESIDENTIAL CODE. JOIST AND RAFTER IS LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR AREA OF SITE: 1.04ACRES ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U60.FOR RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 12" 16 14 12 N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL BE COMPLETED BY RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE,OR GREATER,LOCATED WITHIN THE PLANE OF CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS,THE PER FOOT 1:1 THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE THE FURNACE.THE CERTIFICATE SHALL LIST THE TRUSS.FOR ATTICS WITHOUT STORAGE,THIS LIVE LOAD NEED NOT BE ASSUMED TO TOTAL LOAD DEFLECTION SHALL NOT EXCEED U175 FOR EACH GLASS LITE OR U60. FOR RISE 12 INCHES PER FOOT(1:1)AND GREATER 12 12 12 THE PREDOMINANT R-VALUES OF THE INSULATION INSTALLED ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. THE ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT, FOR SANDWICH BUILDING AREA (FOOTPRINT). 3,703 S.F. (ROOFS/CEILINGSIWALLS/FLOOF;SIFOUNDATION)AND DUCTS OUTSIDE CONDITIONED SPACES: C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO.COVERS,THE FOR S1: 1 SQUARE FEET=0.0929 M2, 1 POUND PER SQUARE FOOT=0.(479 KPA U-FACTORS FOR FENESTRATION AND SHGC AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, TOTAL LOAD DEFLECTION SHALL NOT EXCEED U120. 1 INCH PER FOOT=83.3 MM/M BUILDING AIR LEAKAGE TESTING DONE ON THE BUILDING.THE CERTIFICATE SHALL LIST THE VALUE FOR WHICHEVER PRODUCES THE GREATER STRESSES. d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE EACH COMPONENT,THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING, d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. SETBACKS. AND SERVICE WATER HEATING EQUIPMENT. e. DECKS THAT ARE NOT EXTERIOR BALCONIES MAY BE DESIGNED AT 40 psf,SEE SECTION e. REFER TO SECTION R703.8.2. AREA CALCULATIONS THE ENGINEER/ARCHITECT IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY THE R502.2.2 FOR DECKS ATTACHED TO EXTERIOR WALLS. MANDATORY REQUIREMENTS 01=THE ENERGY CODE OR THE PREMATURE DEGRADATION OF ANY f. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL PRINCIPAL BUILDING OR STRUCTURE MIN. YARDS (FEET) COMPONENTS OR FINISHES. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT,THIS LOAD NEED NOT BE ASSUMED TO PROPOSED FIRST FLOOR 3090SQ/FT FRONT & REAR 50' FOR ALL STRUCTURES ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. TYPE V WOOD 6^DIA. g. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES,THIS LIVE LOAD FRAME SIDE - 35' FOR ALL STRUCTURES NEED BE APPLIED ONLY TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE PROPOSED REAR COVERED PORCH 421 SQ/FT CONSTRUCTION TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF BASED ON SECTION PROPOSED COVERED ENTRY PORCH 192 SQ/FT HEIGHTS: 602 OF THE BCNYS CONTAINING A RECTANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE OR GREATER, fflw LOCATED WITHIN THE PLANE OF THE TRUSS,THE RECTANGLE SHALL FIT BETWEEN THE TOP TOTAL AREA 3703 SQ/FT OF THE BOTTOM CHIRD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER,PROVIDED THAT 25' FOR FLAT REFLECTIVE RED EACH OF THE FOLLOWING CRITERIA IS MET: PANTONE(PMS#187) 1 THE ACCORDANCEATTIC WITH SECTION R807.1.IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED IN 35FOR GABLE, HIP, OR GAMBREL FOR ALL FLAT ROOF LOCATIONS ALL ROOF VENTS ARE TO BE 2. THE TRUSS HAS A BOTTOM CHORD PITCH LESS THAN 2:12. LOCATED SUCH THAT THEY ARE NOT VISIBLE FROM GROUND LEVEL, TYP.ALL LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO 3. REQUIRED INSULATION DEPTH IS LESS THAN THE BOTTOM CHORD MEMBER DEPTH. INSTALLATION. THE BOTTOM CHORDS OF TRUSSES MEETING THE ABOVE CRITERIA FOR LIMITED FOR ALL SLOPED ROOF LOCATIONS ALL ROOF VENTS TO BE ALIGNED. LOCATION LINE AND All PENETRATIONS TO BE APPROVED BY REFLECTIVE STORAGE SHALL BE DESIGNED FOR THE GREATER OF THE ACTUAL IMPOSED DEAD ROOF ARCHITECT PRIOR TOINSfAUATION VTR"P) JL LOT COVERAGES. WHITE 2^MIN. LOAD OR 10 PSF,UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. g. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES,THIS LIVE LOAD MASTER BATH LAUNDRY KITCHEN SHARED BATH GUEST BATH r BUILDING COVERAGE MAXIMUM - 20% NEED BE APPLIED ONLY TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE ---__ �� r_ -T --- , -,------ (r ( 1 I_ TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF ---T---r I I I ---r_ I. 1 ____-,__T----- - I I I I I -T--__ ____ Q TOTAL PROPOSED COVERAGE = 8% CONTAINING A RECTANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE OR GREATER, r I I I I , I i , _ T-- -_ �✓ 0,),) LOCATED WITHIN THE PLANE OF THE TRUSS,THE RECTANGLE SHALL FIT BETWEEN THE TOP i I I i I I I i I i I I I J�� 7 Y" I I I I I I I I I I , I I I O OF THE BOTTOM CHIRD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER,PROVIDED THAT I I , I , , I I I , I I I W EACH OF THE FOLLOWING CRITERIA IS MET: 11/2•; 11i2i z-I ,,a� 1,2 z'1 1112 i 11/ i 12• 11�i z-1 11�z 11121 11/2 i z-1 ,,�z I I I LAV I LAV I I LAV I WASHER( DWI �V DW I I �V I �V I I GROSS FLOOR AREA = 3 090 S. . y^STROKE h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY BATHve i � I I I , I SHOWER ( WC � I WC I I SHOWER I WC L SHOWER I owc � FACTOR SHALL BE APPLIED TO EACH OF THE CONCETRATED LOADS APPLIED TO THE TOP OF SIGN FOR WOOD FLOOR AND WOOD ROOFING FRAMING THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE FIRST FLOOR z• co z• a• z• z- a• z• i• z z- 4• z• z- z I a z OF NES,y DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR TRUSS IDENTIFICATION SIGN: WITH ANY OTHER LIVE LOAD. Fa APPLICANTIOWINER. * �� IDENTIFICATION OF CONSTRUCTION TYPE SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE ce AFFIXED TO THE EXTERIOR WALL OF THE STRUCTURE BY THE G.C. APPROTOSUFVOLKCOUNTY c� w VED-SANITARY TTI +'-- PLUMBING RISER DIAGRAM - MAIN HOUSE Ho ETRAP SYSTEM BY OTHERS E RY SILIRIS z� 0 Z N.T.S. W/BRASS CO p �. sstioN SCALE: - COVER SHEET REVISIONS: PROPOSED NEW RESIDENCEAMt 6/27/2022 PERMIT SET 610 MILLER ROAD K,- MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 Te000 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 ■ - ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC. TO BE GRADE STAMPED U`4EWERAIL CONSTRUCTION NOTES . DOUG-FIR-LARCH STRUCTURE GRADE NUMBER TO OR BETTER, FB = 1 ,200 PSI MINIMUM. - ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO ORDERING - ALL SHEATHING TO BE APA RATED EXPOSURE, 4" TYPICAL THICKNESS. MATERIALS. - ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR EXPOSURE, 4" MINIMUM THICKNESS, T&G. ALL - DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED WINDOWS. EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING, BLUE AND NAIL PLYWOOD SUB-FLOORING TO - STRUCTURAL STEEL TO BE ASTM 36, DETACHED AND FABRICATED ERECTED OR A.I.S.C. FLOOR JOIST SYSTEM. - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2020 SUPPLEMENT TO THE N.Y. STATE - ALL HEADERS 6' AND LONGER SHALL BE SUPPORTED WITH DOUBLE JACK STUDS. 9' LENGTHS AND ENERGY CONSERVATION, THE NY STATE ENERGY CONSERVATION CODE, THE NY STATE FIRE OVER WITH TRIPLE JACK STUDS. ALL HEADERS SHALL BE A MINIMUM OF 2 (2x8) OR AS SHOWN ON THE PREVENTION CODE AND THE NY STATE BUILDING CODE, THE TOWN OF SOUTHOLD BUILDING DRAWINGS, SEE HEADER SCHEDULE. DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS WORK. THE WOOD - SOLID BLOCK SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER NYS CODE FOR AS FRAME STRUCTURAL. SYSTEM SHALL BE PRESCRIPTIVE DESIGN USING THE DESIGN CRITERIA OF THE NOTED AT 8' ON CENTER MAXIMUM. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. WOOD FRAME CON . - NAILING SCHEDULE SHALL BE AS PER TABLE 3. OF THE WFCM, 2018 EDITION AS A MINIMUM SEE CONSTRUCTION MANUA, (2018 EDITION). SHALL BE REPORTED TO THE ARCHITECT IN WRITING PRIOR SHEET G.2. - ANY DISCREPANCIES IN THE DRAWINGS - PLYWOOD SHEATHING TO BE NAILED IN ACCORDANCE TO THE WFCM, 2018 EDITION, TABLE 3.1 . TO THE COMMENCEMENT OF WORK. - ALL ROOF RAFTERS/TRUSSES SHALL BE ATTACHED TO THE PLATE AND STUDS WITH GALVANIZED - CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY INSPECTIONS INCLUDING THE CERTIFICATE OF HURRICANE TYPE CONNECTORS BY "SIMPSON STRONG TIE" OR APPROVED EQUAL, SEE STRAPPING OCCUPANCY, CONTRACTOR SHALL RECEIVE STAMPED FINAL SURVEY FROM SUFFOLK COUNTY DIAGRAM FOR STRAPPING DETAILS. TRUSS MANUFACTURER SHALL PROVIDE ENGINEERED DEPARTMENT OF HEALTH SERVICES. SPECIFICATIONS TO THE CONTRACTOR AND ARCHITECT FOR SUBMISSION TO THE SOUTHOLD TOWN - CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK BUILDING DEPARTMENT. DURING CONSTRUCTION AGAINST BREAKAGE, DAMAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT - FOUNDATION SILLS AND RIM JOIST, STUDS, STUDS TO RAFTER SHALL HAVE HURRICANE STRAPPING. ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE, ALSO PROTECT ALL EXISTING - ALL PRE-ENGINEERED LUMBER SHOULD BE MCMILLAN TRUSS JOISTS TJi SERIES AS NOTED ON PREMISES AND CONTENTS. DRAWINGS AND MCMILLAN WOOD I BEAMS AND LVL PRODUCTS OR APPROVED EQUAL. ALL JOISTS, - FLASH, CAULK, AND SEAL ALL JUNCTIONS AT ROOFS, WALLS, AND PENETRATIONS TO FROM A GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S WATERTIGHT ASSEMBLY. SPECIFICATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AS A MINIMUM. - ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC A SINGLE 14" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETER, HANDLING, STORAGE AND CODE AND NY STATE: BOARD OF FIRE UNDERWRITERS. ERECTION OF COMPONENTS SHALL BE PER MANUFACTURER'S SPECIFICATIONS. - THE ENTIRE PREMISES (AREA OF WORK) INSIDE AND OUT SHALL BE CLEANED OF ALL DEBRIS AND - MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 2" DIAMETER GALVANIZED MACHINE BOLTS AT 24" ON EXCESS MATERIAL AT THE END OF EACH WORKING DAY. CENTER OR AS NOTED ON DRAWINGS, HEADER SCHEDULE. - THE CONTRACTOR SHALL PROVIDE SAFETY BARRICADES TO PROTECT PERSONS FROM INJURY. - ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. - CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL MANUFACTURER'S CUT SHEETS AND - TOP AND BOTTOM EDGES OF CONVENTIONAL JOISTS MAY NOT BE NOTCHED A MAXIMUM OF 2". SPECIFICATIONS AND ALL ITEMS SUBJECT TO APPROVAL BY THE ARCHITECT PRIOR TO FABRICATION - CONTRACTOR TO PROVIDE DOUBLE FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS AND/OR OR INSTALLATION. AS NOTED ON THE DRAWINGS. - PROVIDE ALL SMOKE DETECTORS, CARBON MONOXIDE DETECTORS AND EXHAUST FANS PER STATE - ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATER GALVANIZED METAL HANGER AND LOCAL CODES. CONNECTORS BY "SIMPSON STRONG TIE" OR APPROVED EQUAL. - ALL INTERIOR AND EXTERIOR RAILINGS TO BE INSTALLED PER STATE AND LOCAL CODES. - ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NEW - ELEVATION BENCHMARK TO BE PROVIDED BY SURVEYOR. CONTRACTOR TO VERIFY ALL FOUNDATION YORK STATE CODE. CAST PIPE SHALL CONFORM WITH THE LOCAL CODE REQUIREMENTS AND BE ELEVATIONS AS PER DATA PROVIDED. ASSEMBLED WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. ALL WORK SHALL BE - ALL FORM WORK SHALL BE CLEAN AND SMOOTH. PERFORMED BY LICENSED PLUMBERS. - ALL FOOTINGS SHALL BE PLACE ON VIRGIN SOIL OR CLEAN COMPACTED FILL. - HEATING AND COOLING DESIGN SHALL COMPLY WITH AMERICAN SOCIETY OF HEATING, - ALL FOOTINGS SHALL BE REINFORCED WITH 3 #5 REBAR, UNLESS OTHERWISE NOTED. REFRIGERATION, AND AIR CONDITIONING ENGINEERS STANDERS. CONTRACTOR TO COORDINATE - ALL FOOTINGS SHALL HAVE CONTINUOUS KEYWAY, PROVIDE CONTINUOUS PVC WATERSTOPS. HVAC DESIGN WITH ALL BUILDING SYSTEMS AND ARCHITECTURAL DETAILS. - VERTICAL RODS SHALL RISE FROM FOOTINGS INTO FOUNDATION WALL AND 48" ON CENTER, MINIMUM, - ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND WHERE NOTED. WORK TO BE PERFORMED BY LICENSED ELECTRICIAN. CONTRACTOR TO COORDINATE ELECTRIC - ALL CONCRETE WORK MUST BE PERFORMED WITH A 48 HOUR POST-POUR LOW TEMPERATURE OF 35°F, DESIGN WITH ALL BUILDING SYSTEMS AND ARCHITECTURAL DETAILS. OTHERWISE TYPE III CEMENT TO BE USED. - CONTRACTOR TO PROVIDE FIRE SMOKE DETECTION SYSTEM AS PER NEW YORK STATE FIRE ALL WALLS TO BE VERIFIED BY CONTRACTOR FOR DIMENSIONAL ACCURACY, SQUARE, LEVEL, AND PLUMB. PREVENTION AND BUILDING CODE. LOCATE SMOKE DETECTORS WITHIN AND ADJACENT TO ALL - ANCHOR BOLTS SHALL BE %"x10", TO BE INSTALLED AT 23" ON CENTER, NO LESS THEN 2 BOLTS IN ANY RUN SLEEPING SPACES AND HEAT DETECTORS AT KITCHEN SPACE. ALL SYSTEMS SHALL BE APPROVED BY OF WALL. THIS EXCEEDS THE REQUIREMENTS OF WFCM2018. THE LOCAL FIRE MARSHAL, HAVING JURISDICTION OVER THE PROJECT. - AREAS ABOVE MECHANICAL SYSTEMS, BOILERS, HEATERS, ETC. SHALL HAVE %" FIREBONDED, TYPE X, - DOORS BETWEEN FINISHED AND UNFINISHED SPACES SUCH AS THE DOOR BETWEEN INTERIOR GYPSUM BOARD AS PER STATE AND LOCAL CODES. SPACE AND THE CRAWLSPACE SHALL BE 45 MINUTE FIRE RATED PER STATE AND LOCAL CODE. - VERTICAL RODS SHALL RISE FROM FOOTINGS INTO FOUNDATION WALL AND 48" ON CENTER, MINIMUM, - INTERIOR OF MECHANICAL ROOM AND CRAWLSPACE INCLUDING WALLS AND CEILINGS TO HAVE WHERE NOTED. TYPE X FIRE RATED GYP. BD. FINISH OR STATE AND LOCAL CODES. - ALL CONCRETE WORK MUST BE PERFORMED WITH A 48 HOUR POST-POUR LOW TEMPERATURE OF 35°F, OTHERWISE TYPE III CEMENT TO BE USED. ALL WALLS TO BE VERIFIED BY CONTRACTOR FOR DIMENSIONAL ACCURACY, SQUARE, LEVEL, AND PLUMB. - ANCHOR BOLTS SHALL BE %"x10", TO BE INSTALLED AT 23" ON CENTER, NO LESS THEN 2 BOLTS IN ANY RUN ti NEwY OF WALL. THIS EXCEEDS THE REQUIREMENTS OF WFCM2018. DEeNal ��oo� - AREAS ABOVE MECHANICAL SYSTEMS BOILERS HEATERS ETC. SHALL HAVE / FIREBONDED TYPE X > 8 W GYPSUM BOARD AS PER STATE AND LOCAL CODES. �O n725o .SS\ , SCALE: - General Notes REVISIONS: PROPOSED NEW RESIDENCE6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 LLER ROIAU T�001 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 W O W W U CU � � � _ $� !;i q; Ln Li. 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Z 072 02 A�'OFESS\O SCALE: NTS SURVEY REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 W E SCTM: 1000-113.00-06.00-014.002 A�000 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 PROP NON-SANITA AfILLER VACANT RETAINING WALL 1' MIN 2' MAX CONTROL PA IN C❑NCRETE C❑VER POLYETHYLENEREMOTE PLCEX WATE MAIN ��V�TG A ]� ROA-b C❑NCRETE CHIMNE ENCLOSURE ❑N CONTROL PANEL ADS INISHED GRADE PRECAST W/ HP80 W LA�TL►) ? COMPRESSOR 48 1/2 -___ \ `\' / ►G I / (v OTI n 6' CONCRETE REIN SLAB CONCRETE E) 4 MAX 6' ° ELCTRI 1 /a 4' SDR 35 45 /2 SERVICE 1111/11/1 1 PITCH 1/_8'/FT 24, ° ^, \ \ \ \ ASPHALT 1 a cL` GRADE T"-\��� 8 '\ ss� I�� i 1 , YDRDACTION AIG500 OWTS �,,�^ _ All 10 ® EED ® E9 12• �,\ �._ ,�� `\ \ ► \ \ \ // / / cF 3' MIN \ \ \ \ \ \ a 1 2• 6 �,� COLLARIII ,�,\ ` \ \ \ \ \ \ \ 1\ s 1 SETaoQ^;'` a / 8' H ® t� E0 H0216 e ° ° a N. I \I \ \ \ \ \\\ \ \\ \ \ 1 •MIN, \1 /�) 1M / / / v , A X8'D F RE"�o"T / JEEP H ® M ® H 3' MIN GROUND 24, 021 o o e \its \ w5�1N35. � $� / o COLLAR ELECTRICALAIR HOSE NSUPPLY o ° o ° \ \ \ w. , L G`kl G_PO_OLS / / ® IRE ® ® ° 'O Q m $ - _ ,/ TP TREATMENT UNIT 0203 1 \ \ 1 I I f / / / / 1 DIA X8 DEEP PRECAST HYDR❑ACTIDN CONTROL PANEL AND COMPRESSOR PUMP MAXIMUM DOMED SHAPE 1\ \ \ \\ 5 ECO AR4�F O�1T ' /I �' ' ' �8 N�wb ' PANSI N LEA d REINFORCED ® ® ® ®NCRETE CONTROL PANEL W COMPRESSOR 'IT N "` ° X� \ \ 3' \ \ �IL G I EB CI<IADI w I 1',, I \ OOL LEACH NG POOL 8' S1 1/2 HD POLYLGCK COVER o o ° \ ► i 46.6' O \ \ \ / / • 31' MIN. 6' MIN NTS MODEL 3008-HD '• \ \ I cn O WELL 1} PENETRATION COVER E t CV) \ \ I I I \ LE RIC AN AIR LI ES / (R'JJAIATER INTO VIRGIN STRATA o \ \ ` cn 1 1 v_ I \ OF SAND AND GRAVEL PLUG 2'-0' POLYLna 24"SAFETY SCREOI� ` l 1 TOA 00 /� It tFS PART IA -3D08-SS &9, zo„FIT RI-M C \ \ \ \ I I 7.5' 1 ,,, \ \ � (THREADED) SQUARE _ 6' MATERIAL-HIwE NiSER -V / 3 1. CONCRETE - 4000 PSI AT 28 DAYS BACKFILL W @:STALL D1 EACH ACCESS HD POLYLOCK COVERS I 2. ALL LEACHIG POOLS SHALL BE 3' MIN. CLEAN SAND �T UNDER L 3008-HD 1 \ V / ABOVE HIGHEST EXPECTED GROUNDWATER AND GRAVEL ��� I ort 06¢001 ECTWIC CE TOA 0 % 6.0' 3.t' 13.2' 1 `� \ 1' 1 1 ► 'm I I ' \ PRECAST LEACHING POOL CONCRETE J I l i A CONTROEt` a 1 I / 1 Z Wim; v / 150'RADIUS FROM WELL CLEANOUT oQ \ I 1 ! -, w „1 t--� 1 I \ ADAPTER ADAPTER `` A w uov�'Aioo �" w1111�H HP120 CoMPRESS 1 / N IN FLOW LINE I �! N O O;00 ., / 1 / / SANITARY NOTES nol+Lnc "°"""E in 3 \ I 1 oz I 1 30 DEGREE FITTING B \ \ I I ' / R i / I I / `� 1. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT If HEALTH. > \ �/ ` \ '1 I I 1 1 ° 31 i i i ' i a 2. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE \ / I r . 11 ` \\\ 1 I 1 .2 i / i / / / / SHALL BE PROVIDED TO THE SCDHS bo YE Z 1 ► 11 \ �\ 7.5 �i ; / 3. OWIS UNIT TO BE SELF VENTING - NO HOUSE TRAP INSTALLED 721/4 1 I I I I 1 � �f / / 4. AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE OWTS UMT ON THE OUTLET PIPE A I it i i ��' //� a 5. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH SAND AND GRAVEL, (SP DR SO PROVIDING A THREE-FOOT CDLLAR FLOW 64 62 D 0 a 5 ! ' I °4s.6• / ,� / / EXTENDING DOWN INTO A MINIMUM SIX-FDOT STRATA OF ACCEPTABLE SAND AND GRAVEL MINIMUM EXCAVTIM DEPTH TO BE EL 28.0. SEWER LINE 1 I I I i 1 ► i I I / �► 3 5. INSTALLER SHALL NOTIFY ENGINEER AT LEAST ONE WEEK IN ADVANCE OF SYSTEM INSTA_LATION 6, SANITARY COVERS LESS THA 60 LBS WILL HAVE SAFTEY LID/COVER CLEANOUT DETAIL f ► r NTS DWELLING EFFLUENT FILTER T- O I i I \ �/ / GRADE 36.0 8 Tx i I e g \ GRADE 35.5 GRADE 35,5 GRADE 35.5 , ► / / w \\ / I I I I I I I I I ✓ / IE33.0 DIST 7 4o vz 60 \ r / 30X 2-8' DIA ITEM P/N HYDROACTION AN DESC8500 4 SDR 35 IE33.1 IE32. PITCH 1/4'/FT IE32. 8' DEEP HA-180056 ANS00,24S NITROGEN REDUCTION COMPLETE I / CONCRETE 4' SDR 35 I I 1 1 S► I \ 1 / / TAX BASEMENT AN-500 PITCH 1/8'/FT LEACHING A 1800s6 TANK,PRE/PUMP 500 LOT )Q_4 WALL P°UL B 240018 KIT,SING 2 TANK CONNECTING STANDARD \ 2 STORY \ C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE O o i I T i l 1 1 1 1 1 1 1 / ! ! \\ \ FRAME RESIDENCEEL27.7 D AP600-P AP600 ATU W1 PLATFORM COMPLETE WELL WATER E EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC F HP MIXER EL24. G RE-CIRCULATION PUMP SANITARY INVERTS I� a I i o 1 r 1 1 \ \ \ \ 1 ; ( \�\ / / NTS AK_080917-1 H EFFLUENTFILTER TW-4 NOTE: ENCLOSURE FINISHED GRADE HINGE TO THE RIGHT a^M \ \ 1 1 1 II I I 1 � 'y 1 1 I I I 1 I o\i� w ` / O O ° o /"�c•GF f!-/; Q � t ► I I I �• POLYLOK 20' I 1 1 I I I I \ I AcItK°a AK-080917-1 f *„ �' \ 1 I I I I I 1 \ I ► � / DISTRIBUTION BOX f/ 14x12 I\ ` ' 1 1 l l I % I \ \\ \\ I j / d -- - Tf 1 r: .:Y ud;+•,ac,x :cr.::.:: f ® ® 0 e 0 INSIDE UD VIEW13 1 \ \ I I 1 44 \ \ \ t w<u 1S !mtBr•_z e:. kb, I \ \ \ \ i 1 1 ► \ \ \ 1 / FROM OWTS TO LEACHING 1 c s. ra n� I k i 2 C r\ POOL s war +�a x::sa em, I -` 1 Q 1 \ \ I I 1 I I 1 \ \ t t iLFM'iL ivr Ip I m xs on �' a% 1 1 11 I 1 j V I I 1 ► 1 ` eF j g.,; +'�:.,, " t 4"THICK UNDERDRAIN 2 PROVIDE SPEED FILTER MATERIAL 2' ' 1Lb LEVELER ON EACH OUTLET II ev:RW x,��x-� � c TYPE 1 2 IO:�r-s r-1�:.-.r:: &M 1 - II ` I I i I ► ` A / / DISTRIBUTION BOX o MLLA 4 � � � 1 00 10 0 �•_-�-_ 1 1 1 I I I 1 \ W \ \ 9 rr,Fa LYrm-ted WN I 1 i I I I \ IE \ eF NTS an r sm,k- :.:i Itrea w I I I I I \ \ L \ \ \/ I / >aAo:o ,a a X1.1 � saw-r�=«;.r--. re,�N I HBO I I i I \\\ T4 LqT Ad �, \ y/ DWELLING ELECTRICAL PANEL n N TrReaFt�rdk I ® ©�® ¢ ¢ ' + d\ \ TES THOLE DATA �N��R 11 EM fie TG9Y 1 4 ®® i N N N CI N 1 2 3 4 5 6 4 ,� F A ZA x 171511 ' DARK)�N d R� 9s® I Design Professional's Certification Required. qw aka n I Submit P.E.or R.A.Certification For t The Installation and Construction of the Sewage Disposal System Use Form WWM-073 I I I 1 1 1 1 I g w ERM o o ° ° CLAYEY SAND CQC�T.RE«QR rP`�""'>� -_ (SC) `" c m N' Np - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -n w .P CDPD oP PALE BRM PERMIT FOR APPROVAL OF CONSTRUCTION FOR A HE SAND G"`""'�'° , (SP) Nrpm"crmN cu rRo�PANEL N"Ia•F�"N"e,e. Ax-0fiosn-t - +�-� SINGLE FAMILY RESIDENCE ONLY AK-080917-1 a�-- o" CMN CONNECTION DIA-011L "W 17A TEST of BQtINu BY Nem" ,Se ILA NU IE°NeFD 10Rg E FOR IFA•Nl D D°SCIN IS•,.N •• d N: -..,-. R»x Rom GPD O I \ I r I I y�1y�,�� (y�7r��`[ ,o,"„ ,,,,,,� 6/23/2022 H.$• REF. N0. R-22-1027 Q NCBK o GEDSC ,R.0 IAI-M / /,V I 1 I \ 1 1 RI 61�)NINATER ENC�INTERED "�,•a« SMR s, ® ® e APPROVED -t(;t"4- h [L k a I 1 \\ I /d m. y'� ,. •N ty N FOR MAXIMUM OF 5 BEDROOMS \ �a ^ol I \ I 1 1 // • '� , E Rl^^+l;h8S EXPIRES THREE YEARS FROM DATE OF APPROVAL AM, � ewm R°¢'ml I i SE '- `� / LEGEND ""-0' " el•[ + "P N 1 N D' N C1 N 1 2 3 4 5 6 4• \\ I RE13AR /SET SHO- LP- PRECAST LEACHING POOL �°� ^�•� I o -- 803 a ,� rNN� _ SITE INFORMATION; SCDHS APPROVAL EBAR/ 2.s . EP- EXAPNSION LEACHING POOL I N83 0,2 �' �� fr,�,Iu ADDRESS: 610 MILLER ROAD, MATTITUCK, N.Y. I 0 S Fa F C/O - CLEANDUT I 20 / S.C.T.M. 1000-113-6-14.002 Michael Mapes,P.E. �AC?,U, a )r 2��, M500 - HYDROACTION AN 500 OWTS --• '"' =^��^ LOT AREA: 45379.56 SOFT. = 1.04 ACRE 163 PENINSULA PATH �41� TAX LOT 7 DB DISTRIBUTION BOX ""e`t, '" RIVERHEAD, N.Y 11901 • -- xx--- EXISTING CONTOUR "° "".Dom°"."��'"°"°""'�"D` '°"s"""""°°`°"I<I""S'""°""'"'°°'•` SITE PLAN BASED ON SURVEY FROM SCALICE LANDSURVEYING DATED 3/16/2022 DWFD IIfS MNOIIr FEl6 Me,COMMNm N 11E hw8. DR D B:IFS M BE INli MDT e•,0•FD N 11E NIE3. -awn M.R T.'FtE2D, �Dz 20 - 1..��r"�"" 6"W DN„R M TERMINAL coNNECTI0N5 ALL ELEVATION REFERNCED TO NAVD '88 DATUM PHONE 631-369-2170 ~� FRAME RESIDENCE ,E D OIRW DA " -� � XX PROPOSED CONTOUR ,o NEV11E°N-" ,"K RAW OF N1 .�..� A vwsuc owwao•a N.ns 6 N.n ug nNNu D-dOM1C E3LC,1gK NN �D�PWD "D"�'"•`°NRdeE M ft"c a°°�"� "°°°""-' MD 1M.N,s.F°�FM"""'16 F:1~Nea- "`-0°°"'-' AX-080917-' ALL SURROUNDING LOTS WATER SUPPLY WITHIN 150' If SITE NOTED J WELL WATER WATER SERVICE 610 MILLER ROAD 5z q` GREATER THAN so 20 ,0 0 10 20 as -"'-"'- THERE ARE NO DRAINAGE STRCCTURES ON SITE •SGV 150' FROM SITE ! I 1 I I I I I I I -• -• - U/G ELECTRIC SERVICE WIRING AND CONTOL PANEL DETAILS UNDERGROUND PROPANE TANK SHOWN ON SITE slzE PROPOSED SANITARY PLAN BV SCALE:1"=20' GAS GAS SERVICE LINE NO SURFACE WATER WITHIN 300 FT OF SITE D DATE 6-1-2022 SCALE:1--V SHEET 1 t7F 1 NEINY c O f, DEER �: t ,x r y �I Yy LU LU �Fp 72 ARO P� S\O SCALE: NTS SANITARY REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 A_001 wlo< E COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 WINDOW FALL PROTECTION: WINDOW SCHEDULE PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS WINDOW MUST MEET MARK MANUFACTURER MODEL STYLE HEAD SILL WIDTH HEIGHT U SHGC - MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH AND 5.7 SQ.FT. HEIGHT HEIGHT VALUE AUG 2 2 2022 100 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 101 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 4'-0" 4'-0" 0.32 0.27 Itt_D�NG DEPT 102 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 103 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 104 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 105 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 MUD SING 106 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 A!' P. (GOMPAON FILL) 107 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 `� Pte. M 108 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 ON GOMPAGTED FILL. 109 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 110 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 111 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 112 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 24'- " 113 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 114 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 t 1 n I n I n 1 n ;. _ 400 SERIES DOUBLE HUNG 8-0 21-0" 3 0 61-0" 0.32 0.27 - 1 n 11' 11' I n - - - _ - - - - - - - 116 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2-0 3-0 6-0 0.32 0.27 - - �; 8'-0" 2'-0" 31.011 61.011 117 ANDERSEN 400 SERIES DOUBLE HUNG 0.32 0.27 "` 118 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 130 119 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 I 120 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 ... fl 1_ fl 1 11 1 11 - - --- -- - -- - - - I ANDERSEN 400 SERIES DOUBLE HUNG 8'-0 2 0 3 0 6'-0" 0.32 0.27 PORCH ABOVE I ,= I 122 ANDERSEN 400 SERIES DOUBLE HUNG 8'-Ofl 21-0" 3;-0" 6�-0„ 0.32 0.27 (COMPACTED FILL) 123 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 21-0" 3'-0" 61-011 0.32 0.27 13'-1 I I 4F" PL. 6LA15 ON GRADE I I 13 -14"I I I 124 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0"125 ANDERSEN 400 SERIES DOUBLE HUNGI 2�0" 2,-0" 6-011 ,-0„ 0.32 0.27 ON COMPACT/=D FILL ( I I I I I 126 ANDERSEN 400 SERIES DOUBLE HUNG 8=0" 4'-0" 2'-0" 4'-0" 0.32 0.27 DOOR SCHEDULE MARK ANUFACTURER MODEL STYLE WIDTH HEI T U GH VALUE SHGC I r - I • s. i i 100 - - - 31-0n 81-00 - - L� - - - - - - - - - - - - - - - 101 2' 0" 8' 0" ______ 102 2-0 81-011 - I I L------J - - - 1 n - L J I I 103 - - BARN 3'-0" 8'-0" 104 - - BARN 3'-0" 8'-0" 105 - - - 2'-0" 8'-0" - - 106 - - _ 2'-0" 8'-011 107 2'-0" 8'-0" 108 - - POCKET 2'-0" 8'-011 - - 109 - - BARN 2'-8" 8'-011 - - 110 - - FRENCH 4'-0" 8'-011 - - r------� r------� I I 111 - - POCKET 2'-0" 8'-0" 112 - - BARN 3'-0" 8'-0" - - 1 I I I = = 113 BARN 3'-0" 8'-0" I I I I I I. " 114 FRENCH 6'-0" 8'-0" - - 46 - L------J L------J 6 -7 115 - - FRENCH 6'-0" 8'-011 - - r------, r--------I ------, r-------1 116 - - FRENCH 6'-0" 8'-0" - - I I I I � I I ► I UNFINISHED 117 _ _ FRENCH 6'-0" 8' BASEMENT Vp 0-T- 118 2'-4" 8'-0" L------J L------J oil ( I 119 - - - 2'-4" 8'-0" - 21.411 81-011 - - 120 - - - - 121 - - - 2'-8" 8'-011 - - 122 - _ - 21-011 81-011 123 - - - 2'-0" 8'-0" - - 124 2'-8" 8'-0" 125 - - - 2'-0" 8'-011 - - 126 - - POCKET 2'-0" 8'-0" - - r-------� r-------1 127 21_0^ 81-0" 128 I 1 I I I I 129 2'-0" 8'-0" _ - 21_pn pl-pn I I I I 1 I - - - O U I I I I 130 21.611 81011 I I I I I I - - - - - - 4x4 P.T. TIMER RETAINING WALL OVERLAP AT FOUNDATION NOTES: CORNERS SECURED W/ 60P GALVANIZEP 1. ALL CONCRETE TO BE 3500 MIN.PSI AT 28 DAYS. I I I I SPIKES @(o" OL. 2. ALL FOOTINGS AND/OR PIERS TO REST ON 1.5 TONSISF.IF LOCAL CONDITIONS INDICATE r OTHERWISE(SANDY SOIL, LOAM,OR LOCATED NEAR RIVERS OR WATERWAYS)A SOIL TEST SHOULD BE PERFORMED TO INDICATE IF PILINGS ARE REQUIRED, FOOTING WIDTH PER SECTION - " NOTES. 3 -0 3. INTERIOR CONCRETE SLAB FLOORS TO BE MIN.4"WA MIL POLY VAPOR BARRIER. 8 -81 " 8 -81 3'-6" 4. FOUNDATION WALL TO EXTEND MIN.8 ABOVE GRADE. 5. NO CONCRETE TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 6. ANCHOR BOLTS TO BE INSTALLED PER DIAGRAM, PER JOB CONDITION. I7'-6" - - - - " - - 7'-6"I 32 -4 EGRESS WINDOW AS MFG. I 6" 3,-0" 7. TERMITE SHIELD SHALL BE COPPER OR OTHER MATERIAL APPROVED FOR USE WITH TREATED SILL PLATE.ALUMINUM FLASHING IS NOT TO BE USED IN CONTACT WITH TREATED LUMBER. PORU1 ABOVE I I I ,'~ I I I 13Y ANDERSEN, MODEL 8. ALL LUMBER IN CONTACT WITH CONCRETE OR HAVING EXTERIOR EXPOSURE SHALL BE TREATED (COMPACTED FILL) PER CODE OR OTHERWISE APPROPRIATE FOR INTENDED USE. EXTERIOR LUMBER SHALL HAVE 4,. PL � ON GRADE GALVANIZED R STAINLESS ON TED FILL _ •:.>• •• -• . .. .:: GOMPAG .•. - S LESS STEEL FASTENERS SITE SHALL BE 15'-8" :- -._ :.: ::.. . •: : ,: . .:_ -:.-, _,. .. �.. . .. - , ,. ,• >• - - - - --g - - 9 CONDITIONS ALLOW. AS TO DIRECT WATER AWAY FROM STRUCTURE, S WELL A ,SITE Ll 15 EA AS, STRUCTURAL NOTES: 1. STRUCTURAL AND FINISH MATERIALS TO BE PER SECTION NOTES,AND COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. NAILING AND FASTENERS TO BE PER SCHEDULE. 3. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND/OR OVERSIZE TUBS,DOUBLE FLOOR JOIST AND TRIMMERS AT ALL STAIR OPENINGS.DOUBLE CEILING JOISTS,ROOF RAFTERS AND TRIMMERS AR SKYLIGHT OPENINGS. 4. HEADERS TO BE MINIMUM(2)2x6 UP TO 4'OPENING,(2)2x8 UP TO V OPENING UNLESS OTHERWISE NOTED.DOUBLE JACK STUDS ON ANY OPENINGS OVER 5' 5. PROVIDE FIRE BLOCKING AS REQUIRED. 6. INTERIOR BEARING WALLS TO BE BRACED WITH 2x4 BLOCKING.AT MID POINT. 7. ALL CORNERS TO BE MIN. (3)2x4. 8. RAFTER HEAL CUTS SHALL NOT EXCEED 4" 9. WHERE JOISTS OR RAFTERS ARE NOTCHED TO HEADERS SP AS TO REDUCE BEAM DEPTH, ,� OF NF�,I,y APPROPRIATE BRIDLES OR METAL CONNECTORS ARE TO BE USED. g'� �y w�R,I. �•p 10. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORDER OR NOTCHED IN EXCESS OR THE * `� Q�� LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINE ERED °«ycc WOOD PRODUCTS ARE NOT PERMITTED UNLESS SUCH EFFECTS ARE SPECIFICALLY CONSIDERE - tu IN THE DESIGN OF SAME MEMBERS,STUDS DRILLING,AND NOTCHING TO COMPLY WITH R602.6. P 25 JN- FOUNDATION J SCALE: %4" = 1 ' FOUNDATION PLAN REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD4x R 10 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 IL �+ SCTM: 1000-113.00-06.00-014.002 A� l mO c COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 WINDOW FALL PROTECTION: WINDOW SCHEDULE PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS WINDOW MUST MEETHEAD SILL MINIMUM CLEAR OPENING OF 24" HEIGHT, 20"WIDTH AND 5.7 SQ.FT. MARK ANUFACTURER MODEL STYLE HEIGHT HEIGHT WIDTH HEIGHT VALUE SHGC 100ANDERSEN 400 SERIES IDOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 2 3 101 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 4'-0" 4'-0" 0.32 0.27 102 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'41 0.32 0.27 103 ANDERSEN 400S DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 A-8 mo' -9 104 ANDERSEN 400S RIES IDOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 105 ANDERSEN 400S RIES IDOUBLE HUNG 8'-0" 2'-0" 1 3'-0" 6'-0" 0.32 0.27 123 122 106 ANDERSEN 400S RIES IDOUBLE HUNG 8'-0" 2'-0" 1 2'-0" 6'-0" 0.32 0.27 107 ANDERSEN 400 SERIES IDOUBLE HUNG 8'-0" 2'-0" 1 2'-0" 6'-0" 0.32 0.27 108 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 24'-8 " 109 ANDERSEN 1400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 H06E I5II3HOSE 151f5 110 ANDERSEN 1400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 MUP ROOM 111 ANDERSE 1400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 I Izl STEP & RAIL ro CODE P e 24'-8-1" 112 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 AS REgV 13Y GRADE 113 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 _ 115 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 2'-1 100 ?- 16'-1 " 116 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 3,_8 101 - '- 117 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 C.L. - - 121 118 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 10'CLG 6' S 119 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 99_,,�" MUD C.L. �� `�> 1 ROOM 10'CLG GUEST 120 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 100 10'CLG O BATH GUEST 121 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 s s & RAIL TO GODE REAR 1o'cLG BEDROOM 122 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2-0 3-0 6-0 0.32 0.27 PORCH 11'-2�" ` " " " 13'-1 " = 10'CLG 123 ANDERSEN 400S RIESDOUBLE HUNG 8'-0" 2'-0". 3'-0" 6'-0" 0.32 0.27 HALL 1o'cLG 103 = 124 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2-0 2-0 6-0 0.32 0.27 15'-2" 4'-61j' 126 125 124 125 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 4'-o" - ° 16'-84" 126 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 4'-0" 0.32 0.27 - . - LAUNDRY " L31 -8 120 20 DOOR SCHEDULE VL 4 10'CLG 105 12'-1 " 5'-0" - 122 MARK MANUFACTURER MODEL STYLE WIDTH HEIGHT VALUE SHGC I -d 7'-2N" OPDR 14 = = _= 115 C.L. 100 - - - 3'-0" 8'-0" 10'CL 19'-2" GUEST 5'-6 C.L. CLG -2 C.L. 5' 2" 2' 0" 8' 0" - - 4 - 12'-0" HALL - - - - - - do " 6"4. I " „ I 6'-2» I 102 _ _ - 2'-0" 8'-0" - - 6'-1 10 CLG 121 BARN 31-0" 81-011 6 - 6'- " �_0" 5 - � 123 104 - - BARN 3'--0" 8-0" - PRIMARY 101 BATH 15 - ANTR I - 105 - - - 2'-0" 8'-0" - - 10'CLG 10'CLG 16'-1 2" 106 - - - 2'-0" 8'-0" - - ° I - - - - " 107 2'-0" 8'-0" 3' 1 t " 4 _0 10 2' 4" 119 1089'-1 g 112 I 109 - - BARN 2'-8" 8'-0" -C.L. 110 - - FRENCH 4'-0" 8'-0" W.C. ° HER FAMILY 10'CLG n - - 10'C XG C.L. I I ROOM CHASE'S 111 - - POCKET 21-0" 8'-0" - - 10'CLG 17,_�" DININ 15' BEDROOM 112 - - BARN 3'-0" 8'-0" - - 4 ROOM " 46'-7j" 4 I 7'-0" 6'-0" 10'CLG _ _ _ _ _ p 8'-1 p " 10'CLG ll'-234 46'-7 " 113 - - BARN 3'-0" 8'-0" - - 114 - - FRENCH 6'-0" 8'-0" - - 108 C.L. 115 - - FRENCH 6'-0" 8'-0" - - „ o - - _ _ 10 CLG 26 -64 124 116 - - FRENCH 6-0 81-011 117 - - FRENCH 6'-0" 8'-0" - 109 _ 113 I 118 118 - - - 2'-4" 8'-0" - 110 - 107 - - - - - 119 2'-4" 8'-0" 4'-2 1 4'-6" 5'-8" 120 - - - 2'-4" 8'-0" - - - 2'-8" 8'-0" ' " ANTR I 1 125 121 " - - - - 3 -10$ 10'CLG 6' " 5 - 122 - - - 2'-0" 8'-0" - - 123 2'-0" 8'-0" 3'-0j" ° 124 - - - 2'-8" 8'-0" - - P BEDROOM 5'-8 BATH _8 9 125 - - - 2'-0" 8'-0" - - 111 2P-7$' -7 19'-2" HALL 10 CLG 10'CLG 126 - - POCKET 2'-0" 8'-0" - - 10'-84" 10'CLG ° ° 127 - - - 2'-0" 8'-0" 4 128 - - - 2'-0" 8'-0" - - His 1129 - - - 2'-8" 8'-0" PRIMARY C.L. " 0 " 127 - 128 - - BEDROOM 10'cLG7 2 7 -2 I 130 - - - 2'-6" 8'-0" - - 0'-71�" 10'CLG = 16'-1 " FOUNDATION NOTES: 9'-11 " 10'- "FOYER 117 OFFI E „ 29 117 _ KITCHEN 10'CLG 10'c G 8'-3 7 -2� 1. ALL CONCRETE TO BE 3500 MIN.PSI AT 28 DAYS. 5'-11 " 10'CLG 5 " 2. ALL FOOTINGS AND/OR PIERS TO REST ON 1.5 TONS/SF.IF LOCAL CONDITIONS INDICATE 7'_0„ OTHERWISE(SANDY SOIL,LOAM,OR LOCATED NEAR RIVERS OR WATERWAYS)A SOIL TEST SHOULD BE PERFORMED TO INDICATE IF PILINGS ARE REQUIRED, FOOTING WIDTH PER SECTION '018' „ , „ 3 -1 I I I 11,_1 „ 3'-1 " 6 NURSERY 3. INTERIOR CONCRETE SLAB FLOORS TO BE MIN.4"W/4 MIL POLY VAPOR BARRIER. 103 3 -1 L _ J o o ® 1ocLG __ - - 4. FOUNDATION WALL TO EXTEND MIN.8"ABOVE GRADE. 116 „ " 7'-6" 5. NO CONCRETE TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 71-6" 32'-4" 7'-6" 6. ANCHOR BOLTS TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 106 I I FRONT I 113 116 7. TERMITE SHIELD SHALL BE COPPER OR OTHER MATERIAL APPROVED FOR USE WITH TREATED PORCH SILL PLATE.ALUMINUM FLASHING IS NOT TO BE USED IN CONTACT WITH TREATED LUMBER. 14'-8" I I 6'-0 " 14'-8" 8. ALL LUMBER IN CONTACT WITH CONCRETE OR HAVING EXTERIOR EXPOSURE SHALL BE TREATED HOSE �I� __ PER CODE OR OTHERWISE APPROPRIATE FOR INTENDED USE.EXTERIOR LUMBER SHALL HAVE _ GALVANIZED OR STAINLESS STEEL FASTENERS. - - - - - - - " 9. SITE SHALL BE GRADED AS TO DIRECT WATER AWAY FROM STRUCTURE,AS WELL AS,SITE 15 -8 HOSE F>If5 CONDITIONS ALLOW. STEP & RAIL TO CODE 107 108 109 110 111 112 15'-8" As REgV 15Y GRADE _ STRUCTURAL NOTES: 1. STRUCTURAL AND FINISH MATERIALS TO BE PER SECTION NOTES,AND COMPLY WITH ALL 104 105 114 115 APPLICABLE STATE AND LOCAL CODES. 2. NAILING AND FASTENERS TO BE PER SCHEDULE. 3. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND/OR OVERSIZE TUBS,DOUBLE FLOOR JOIST AND TRIMMERS AT ALL STAIR OPENINGS.DOUBLE CEILING JOISTS,ROOF RAFTERS AND TRIMMERS AR SKYLIGHT OPENINGS. 4. HEADERS TO BE MINIMUM(2)2x6 UP TO 4'OPENING,(2)2x8 UP TO 6'OPENING UNLESS OTHERWISE NOTED.DOUBLE JACK STUDS ON ANY OPENINGS OVER 5' 5. PROVIDE FIRE BLOCKING AS REQUIRED. 6. INTERIOR BEARING WALLS TO BE BRACED WITH 2x4 BLOCKING AT'MID POINT. 7. ALL CORNERS TO BE MIN.(3)2x4. (' 8. RAFTER HEAL CUTS SHALL NOT EXCEED 4" \ 9. WHERE JOISTS OR RAFTERS ARE NOTCHED TO HEADERS SP AS TO REDUCE BEAM DEPTH, .�E of NCII, APPROPRIATE BRIDLES OR METAL CONNECTORS ARE TO BE USED. '� s DE. �o 10. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORDER OR NOTCHED IN EXCESS OR THE LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS SUCH EFFECTS ARE SPECIFICALLY CONSIDER z * u IN THE DESIGN OF SAME MEMBERS,STUDS DRILLING,AND NOTCHING TO COMPLY WITH R602.6. N u . �OA3 �O ssio SCALE: %4" = 1 ' FIRST FLOOR PLAN REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 N S SCTM: 1000-113.00-06.00-014.002 A� l 01 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 WINDOW FALL PROTECTION: WINDOW SCHEDULE PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE, EGRESS WINDOW MUST MEET HEAD SILL U MINIMUM CLEAR OPENING OF 24" HEIGHT, 20"WIDTH AND 5.7 SQ.FT. MARK MANUFACTURERI MODEL STYLE HEIGHT HEIGHT WIDTH HEIGHT IVALUEISHGC 100 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 101 ANDERSEN 400 SERIES DOUBLE HU GI 8'-0" 4'-0" 4'-0" 4'-0" 0.32 0.27 102 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 103 ANDERSEN 1400 SERIES DOUBLE HU GI 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 104 ANDERSEN 400 SERIES IDOUBLE HUNG 8'-0" 2'-0" 3'-0" 6-0" 0.32 0.27 105 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 106 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 107 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 108 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 109 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 110 ANDERSEN 400 SERIES I DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 111 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 112 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 OVER FRAME OVER FRAME 113 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 114 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 115 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1 2'-0" 3'-0" 6'-0" 0.32 0.27 116 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6-0" 0.32 0.27 117 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 118 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 119 ANDERSEN 1400 SERIES DOUBLE HU GI 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 120 ANDERSEN 400 SERIES DOUBLE HU GI 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 121 ANDERSEN 400 SERIES DOUBLE HU GI 8'-0" 2'-0" 1 3'-0" 6'-0" 0.32 0.27 122 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 123 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 124 ANDERSEN 400S DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 125 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 126 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 4'-0" 0.32 1 0.27 DOOR SCHEDULE ��- MARK MANUFACTURER MODEL STYLE WIDTH HEIGHT U SHGC 0 o VALUE 100 - - - 3'-0" 8'-0" - - I 101 - - - 2'-0" 8'-0" - - p ® 102 - - - 2'-0" 8'-0" - - 103 - - BARN 3'-0" 8'-0" - - 104 - - BARN 3'-0" 8'-0" - - 105 - - - 2'-0" 8'-0" - - 106 2'-0" 8'-0" 107 - - - 2'-0" 8'-0" - - �' V'xid' RIDGE 2'xld' RIP6E 108 _ POCKET 2'-0" 8'-0" - - 109 BARN 2'-8" 8'-0" - - 110 - - FRENCH 4'-0" 8'-0" - - 111 POCKET 2'-0" 8'-0" - - 112 - - BARN 3'-0" 8'-0" - - 113 - - BARN 3'-0" 8'-0" - - 114 - - FRENCH 6'-0" 8'-0" -OVER FRAME I - `/k'x14" ML RIP01- 115 - - FRENCH 6'-0" 8'-0" - - 116 - - FRENCH 6'-0" 8'-0" - - 117 - - FRENCH 6'-0" 8'-0" - - �� 118 - - - 21-4" 8'-0" - - ��,: 119 - - - 21-4" 8'-0" - - 120 - - - 21-4" 8'-0" - - �` 121 - - - 2'-8" 8'-0" - - v v 122 - - - 2'-0" 8'-0" - - 123 - - - 2'-0" 8'-0"124 - - N 125 - - 2,_0„ $,_�„ - - ® ® 126 - - POCKET 2'-0" 8'-0" - - 127 - - - 2'-0" 8'-0" - - 128 - - - 2'-0" 8'-0" - - 129 - - - 2'-8" 8'-0" - - o ° A- + 130 - - - 2'-6" 8'-0" - - 2x10 ` 2x10 \ ZxIO ZxIO Q V!, OL. @ V!, 0-6. p Q V!, OL. Q 16" OL. FOUNDATION NOTES: N 1. ALL CONCRETE TO BE 3500 MIN.PSI AT 28 DAYS. N+ _ 2. ALL FOOTINGS AND/OR PIERS TO REST ON 1.5 TONS/SF.IF LOCAL CONDITIONS INDICATE U= OTHERWISE(SANDY SOIL,LOAM,OR LOCATED NEAR RIVERS OR WATERWAYS)A SOIL TEST SHOULD BE PERFORMED TO INDICATE IF PILINGS ARE REQUIRED, FOOTING WIDTH PER SECTION NOTES. c' 3. INTERIOR CONCRETE SLAB FLOORS TO BE MIN.4"W/4 MIL POLY VAPOR BARRIER. 4. FOUNDATION WALL TO EXTEND MIN.8"ABOVE GRADE. 5. NO CONCRETE TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 2x10 .� 2x10 6. ANCHOR BOLTS TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. C1 (6" OG. IG" OG. 7. TERMITE SHIELD SHALL BE COPPER OR OTHER MATERIAL APPROVED FOR USE WITH TREATED SILL PLATE.ALUMINUM FLASHING IS NOT TO BE USED IN CONTACT WITH TREATED LUMBER. Zx8 2x8 2x8 2x8 Q I(" O.G. @ 16" O.G. � I6" O.G. � IG" OL. 8. ALL LUMBER IN CONTACT WITH CONCRETE OR HAVING EXTERIOR EXPOSURE SHALL BE TREATED � rp ° PER CODE OR OTHERWISE APPROPRIATE FOR INTENDED USE.EXTERIOR LUMBER SHALL HAVE N GALVANIZED OR STAINLESS STEEL FASTENERS. F 9. SITE SHALL BE GRADED AS TO DIRECT WATER AWAY FROM STRUCTURE,AS WELL AS,SITE CONDITIONS ALLOW. STRUCTURAL NOTES: 1. STRUCTURAL AND FINISH MATERIALS TO BE PER SECTION NOTES,AND COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. NAILING AND FASTENERS TO BE PER SCHEDULE. 3. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND/OR OVERSIZE TUBS,DOUBLE FLOOR JOIST AND TRIMMERS AT ALL STAIR OPENINGS.DOUBLE CEILING JOISTS,ROOF RAFTERS AND TRIMMERS AR SKYLIGHT OPENINGS. 4. HEADERS TO BE MINIMUM(2)2x6 UP TO 4'OPENING,(2)2x8 UP TO V OPENING UNLESS OTHERWISE NOTED.DOUBLE JACK STUDS ON ANY OPENINGS OVER 5' 5. PROVIDE FIRE BLOCKING AS REQUIRED. 6. INTERIOR BEARING WALLS TO BE BRACED WITH 2x4 BLOCKING AT MID POINT. 7. ALL CORNERS TO BE MIN.(3)2x4. 8. RAFTER HEAL CUTS SHALL NOT EXCEED 4" 9. WHERE JOISTS OR RAFTERS ARE NOTCHED TO HEADERS SP AS TO REDUCE BEAM DEPTH, APPROPRIATE BRIDLES OR METAL CONNECTORS ARE TO BE USED. �� NES' 10. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORDER OR NOTCHED IN EXCESS OR THE LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS SUCH EFFECTS ARE SPECIFICALLY CONSIDERED m IN THE DESIGN OF SAME MEMBERS,STUDS DRILLING,AND NOTCHING TO COMPLY WITH R602.6. 'QOM 0 P� SCALE: %4" = 1 ' ROOF PLAN REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 N S SCTM: 1000-113.00-06.00-014.002 10 iV11 A DAel COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 3'-o" 4 27'-10" 26'-12° El 23'-416" 19'-66" 1 1 it III III ll 1'-0" 81'-8$" 15'-8" 8'-8jj - 32'-4" 24'-416" � • N6WY A - DEER O r ' W Z 07 5o A��FEs 0 P SCALE: %4" = 1 ' FRONT (WEST) ELEVATION REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 A�200 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 6 27'-10" 26'-1j" 23'-4jg" 10'-211j" ki , 111 47,-34" OF NFA r- rn .r 1 R 0 502 SCALE: Y4" _ 'I ' SIDE (SOUTH) ELEVATION REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 1 11 , E 1=4 As2m SCTM: 1000-113.00-06.00-014.002 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 LLI u ti NEW F� 7?5Q^ A�0F S\ N SCALE: Y4" = 1 ' REAR EAST ELEVATION REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD At MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 A�2m2 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 FlFi y0 s �DEFR�i' 'Q C iii c Q_ t' W Lli t 0252 A� ssldNP� SCALE: %4" = 1 ' SIDE (NORTH) ELEVATION REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 Z) l 0IV! 11 1� E R R SCTM: 1000-113.00-06.00-014.002 Ae203 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 1 - /�"x l4" ML RIDGE I - V4 x IAF" ML RIP6E 2x6 @ 16" 2x(o @ 16 OL. 2+/0 00 EX TEND WALL TO 2 x(, @ I�" oL. 2 x� @ I�" oL- WrTOM of RAFTERS E EXTEND WALL TO XTEND WALL TD z f5OTTOM OF RAFTERSBOTTOM OF RAFTERS ��° 00- 0 Zk8 ®/�-- � WALL TO \� oL BOTTOM OF RAFTERS i-- Of/- o x10 @ 16" OL. 2x10 @ 16" OL. 2xIO @ 16" OL. @ \�v 2x14 @ 16" OL. 2 �� ZxIO @ 16" OL. x� @ ti R-49 IN61"TION R-49 INSt"TION R-4) INSUATION 2x8 @ 16" OL. 2x8 @ 16" Oz, z z 15'-0" 10 -0 Z �� z z �_ b II - - - SII p N x� X I► x � — � — x I N � NQ) NUa tY N ® N@1 N � FLOOR = 5/g" SHEAT111NG FLOOR = 5/g' SHEATHING 77 R-9 INSUJ�TION 2x 0 @ 6" OL. 4,. ON GRADE W/ R-19 INSUJ�TION 2x10 @ I(" OL. 4" SLAB ON GRADE W/ I I I 4x4-W2.OxW2.0 WELDED 4x4-W2WELDED 4 � ON GRADE W/ 4x4-W2DxW2.0 WIRE REINFOR6EMENT. �/i' 4„ SIAL ON GRADE W/ 4x4-WZOxW2I� WIRE REINFORGE�vIENT. WF1�ED WIRE REINFORGEIvIENT. WPREFORMED PREFORMED EXPANSION WELDFJ� WIRE REINFORCEMENT. Yi PREFORMED _ PREFORMED EXPANSION . EXPANSION MATERIAL @ PERIMETER MATERIAL @PERIMETER EXPANSION MATERIAL @PERIMETER. MATERIAL @PERIMETER S" PL. WALL ON S"x 16" PL. FTG. S" PL. WALL ON S"x 16" PL. FTG. - ., �. 9,_0" - 8„ PL WALL V'xW 9'-0" S PL. WALL ON S x16 8„ fTc PL. FTG. $" 4 MILL VAPOR BARRIER ON 2' RIGID PL. S" POURED WAIL W/ #5 4 MILL VAPOR 15ARRIER ON 2 RIGID S POURED WALL W/ #5 -- INSL"TION 13OARP ON 4" COMPACTED i3AR5 @ 18" OL�.W IN6L ATION f5OARD ON 4' GOMPAGTEP fiARS @ IS O-C15 POROUS FILL POROUS FILL 4" -8 4" 4" SLAP ON GRAPE W/ 4x4-W20xW20TL* j 4' 1f5 ON GRADE W/ 4x4-W2.OxW2.0 VVFIDFD WIRE REINFORGt�vIENT. Yi' WELDED WIRE REINFORCEMENT. Yi' PREFORMED EXPANSION MATERIAL @ PREFORMED EXPANSION MATERIAL @ PERIMETER. PERIMETER. 20"x12" 6,orIT. FOOTING W/ (205 W5 @ W'xl2" DONT. FOOTING W/ (2)#5 PARS @ BOTTOM OF FOOTING. PROVIDE #5 HOOK BOTTOM OF FOOTING. PROVIDE #5 HOOK INTO WALL @ WALL SPACING. INTO WAIL @ WALL SPACING. OF ul .t A o>, j .pO 2 �C� SSION SCALE: Y411 = 1 BUILDING SECTIONS REVISIONS:PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 A�300 SCTM: 1000-113.00-06.00-014.002 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 I - x14 ML RIDGE p 2x6 @ 16" OL. Z�jo 'E'o I - V4 x ML RIDGE 2x6 @ 2x6 @ 16" O.C. � o DCTEND WALL TO � DCTEND WALL TO pOTTOM OF RAFTERS N. BOTTOM OF RAFTERS �� 0� EXTEND WALL TO-,,,, tiG EXFENP WALL TO p 1� Zk8 00 BOTTOM OF RAFTERS \� OTTOM OF RAFTELZS 2x10 DCT. WALL `S R�49 / I�„ G EXT. Wim- `�+� 2k8 l6" 2x10 @ 16" OG- o.� ¢� Mum R-49 INSU ArION R-45 INSU AJ M R-49 I TION 2x8 @ z z 15'-0" �qq 10'-0" � � 10 -0CL d � p 8 -0 b U C4 04 C4 FLOOR = $ SHEATHING FLOOR = 5/a' SI IEATf tING Y 2x10 @ 16" OL. R-0 IN6LUTION 2xlo @1 OL_ R-19 INSI��ITION SLAP ON GRADE W/ 4x4-w20xw2tJ A„ 6LAP ON GRADE W/ WELDED WIRE REINFORGEMENr. YV PREFORMED 4x4-WZOxW2.0 WELDED EXPANSION MATERIAL @ PERIMETER. WIRE REINFORCEMENT. S P.G. WALL ON 8 x 16 Pr,. FTG. PREFORMED EXPANSION MATERIAL @ PERIMETER. ` 4 MILL VAPOR f5ARRIER ON V RIGID 8" POURED WALL W/ #5 4 MILL VAPOR g" PL. WALL ON 8'xW' INSL>LATION BOARD ON A!' COMPACTED BARS @ IS OL.15.W $ARRIER ON 2 RIGID PL. FTG. 3 INSILATION BOARD ON PORotn FILL 4!' GOMPAGTED GtJS - . . PORFILL s h" 61- 1 ON GRADE W/ 4x4-W2A" SLAB ON GRADE W/ 4x4-W2 WFJ�ED WIRE REINFORCEMENT. J/;, WELDED WIRE REINFORCEMENT. Yi' PREFORMED EXPANSION MATERIAL @ PRF�ORMED DCPANSION MATERIAL PERIMETER. PERIMETER.. W'xl2' CONT. FOOTING W/ (2)#5 PARS @ W'x12" DONT. FOOTING W/ (2)#5 BARS @ BOTTOM OF FOOTING. PROVIDE #5 HOOK POTTGM OF FOOTING. PROVIDE #5 HOOK INTO WALL @ WALL SPACING. INTO WALL @ WALL SPACING. NF R O Ar -502 C9� OFFS N P �� SCALE. Y411• - 1 BUILDING SECTIONS REVISIONS:PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 A� 301 SCTM: 1000-113.00-06.00-014.002 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 ELECTRICAL SYMBOL LEGEND ITV CABLE OUTLET 0 ELEC. DOOR BELL LED RECESSED LIGHT FIXTURE TELEPHONE/ETHERNET OUTLETCH DOOR BELL CHIME _____= LIGHT FIXTURE - FLOURESCENT \'- - RECEPTACLE, ASQ, 125V, 2 POLE, 3 WIRE, SMOKE ALARM - 110V ELEC. W/ CARBON DIMMER SWITCH SA GROUNDED DUPLEX MONOXIDE DETECTOR FLOOR DUPLEX OUTLET LIGHT FIXTURE, INCANDESCENT CEILING VANITY LIGHT MOUNTED GROUND-FAULT-CIRCUIT-INTERLIFT RECEPTACLE-USE SQUARE D QUICK GUARD LIGHT FIXTURE, INCANDESCENT EXTERIOR �H VLHEATNENT/LIGHT FOR WP LOCATIONS FLOODS 220 RECEPTACLE, 50A, 220V, 2 POLE, 3 WIRE, Ov VENT/LIGHT ONLY GROUNDED CEILING FAN W/ LIGHT - PROVIDE SEPARATEL _ SWITCHES FOR FAN & LIGHT TOGGLE SWITCH, SINGLE POLE, 15A �- SCONCE LIGHT LIGHT FIXTURE - CHANDELIER W/ $3 TOGGLE SWITCH, 3 WAY, 15A INCANDESCENT BULBS ELECTRIC LANTERN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TO oR DI C6. i I I I I I ELEGTRIGAL PANEL f"AGE I / I � I _ I rtor WATER HEATER I \ / UNFINISHED BASEMENT / IOafi i I I I F -� 77 I I I I wy DEEuj RS r r;. �• w is ARO � Nay • Y4" - AL LAYOUT AM REVISIONS: SCALE. - 1 BASEMENT ELECTRIC PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET it VA 610 MILLER ROAD MATTITUCK, NY 11952 Au N S SCTM: 1000-113.00-06.00-014.002 0 E � l m0 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK NY 11952 DATE: 2/21/2022 ELECTRICAL SYMBOL LEGEND �N CABLE OUTLET 0 ELEC. DOOR BELL LED RECESSED LIGHT FIXTURE TELEPHONE/ETHERNET OUTLET nCH DOOR BELL CHIME _____= LIGHT FIXTURE - FLOURESCENT RECEPTACLE, ASQ, 125V, 2 POLE, 3 WIRE, DIMMER SWITCH SA SMOKE ALARM - 110V ELEC. W/ CARBON (LJ) GROUNDED DUPLEX MONOXIDE DETECTOR FLOOR DUPLEX OUTLET LIGHT FIXTURE, INCANDESCENT CEILING VANITY LIGHT MOUNTED GROUND-FAULT-CIRCUIT-INTERLIFT RECEPTACLE-USE SQUARE D QUICK GUARD LIGHT FIXTURE, INCANDESCENT EXTERIOR OHVLH EATNENT/LIGHT FOR WP LOCATIONS FLOODS 220 RECEPTACLE, 50A, 220V, 2 POLE, 3 WIRE, VENT/LIGHT ONLY GROUNDEDVL CEILING FAN W/ LIGHT - PROVIDE SEPARATE SWITCHES FOR FAN & LIGHT TOGGLE SWITCH, SINGLE POLE, 15A - SCONCE LIGHT LIGHT FIXTURE - CHANDELIER W/ 3 TOGGLE SWITCH, 3 WAY, 15A INCANDESCENT BULBS ELECTRIC LANTERN W/ MOTION WP \ SENSOR �__--- �,- --- � -' - \ W MOTION 10'CLG J „` i __ ``_`_ �- / GUEST pjg \ WP � � \ w' i _ BEDROOM10 SENSOR 9q° / 10'CLG \ G / \ TO 10'CLINLINE \ / \ MUD I ROOM I PORCH - HALL L10'CLG I I /GUEST \ I 10'CLG \ \\ I I ® I BATH \ LAUN RTI \ 10'CLG ——— / u 10,C1 Ge / TO FLOOD ( \ N ° I /pt "�' �� w' ® � -� ,� ('�W"GI� WP _ i \ -- - �5�DR _ / / I C.L. \ / — _ % 10'CLG GUEST PANTRY -- HALL D C.L. / I 1o'CLG DINING �� �� 1o'CLG �- \\ 10'CLG ROOM / -- _ SA I / PRIMARY BATH \ 10'CLG / up IN, �q - 1 C R / I I 1 I / � \ \I �' CHASE'S 10'CLG I / I 1 I / FAMILY \ / /61° BEDROOM I I / ROOM W.C. 15� 1 \ 10'CLG \ I I p / I \\ 10'CLG N C.L. / 10'CLG 71 _ \ \ PANTRYI D 10'CLG / � �� / � �� /-�- ,:.... , �- ❑® ... VA; Lj INL E �FZ' BATH -� 10'CLG 42'" 10'CLG \ mw \—� I IM CENTRY .L. \I I I I FOYER \\ 3 cq M 10'CLG I I 10'CLG \ �_. LG // \ - J / \ \ BEDROOM \ OFFICE 1 - HALL \ - I \ KITCHEN 42„ 10'CLG ® I 10'CLG — \ \ 10'CLG SA \ - --moi \ \ ❑1v I WP W' NURSERY 10'CLG FRONPORCH •,F NEIV DEFR O,p aLIJ _ ------------------ OA ?2 p2 Rp S I�JNP� • " - 1 ' FIRST FLOOR ELECTRICAL LAYOUT REVISIONS: 1 SCALE. /4 PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 0 0 x x MATTITUCK, NY 11952 S SCTM: 1000-113.00-06.00-014.002 E � l m0 N COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 MLD ROOM LANPING A15 V (COMPACTED FILL) 4"' PL. 6-A13 ON GRAPE ON COMPACTED FILL F I 6' PL. WALL ON 6'x16" PROP FOR SLAB P.G. PTC. • POP6M APOVE 1 1 (COMPACTED FILL) I 1 36„ 36„ 2„ GONG I 1 x x1 � FOOTING W/ 4)#h O I �F" P.G. 61-� ON GRAPE 1 O PARS EACH WAY. A" 1 ON COMPACTED FILL I I 1 1 PIPE COL. AfxNE, N ® r 1 TYR OF ALL I 11 I _ I (2)I-14x11-�j$ I�0y 1 -----, ----On ' 1 "i I I o0 0 ° N � N N - I • ' 2.9 (2)1-3/4x11-7/$ 113--04 In L-------� L------J ---- -- - r-- - r--------, (2)►-g/,�xll-�/s 113--OZ UNFINISHED xll-�/$ I�-OZ i i i t i BASEMENT � O GON6, FOOTING 1 1 3�„x36„x1�„ GONG. W/ (4)#4 BARS FOOTING W/ (4) _ — EACH WAY. A!' :. BARS EACH WAY. �F” r-------I --------� PTYP. OF ALL IPE 6,0L. OVE o % O PIPE COL. ABOVE, � i 1 I ci `4 TYP. OF ALL Co 15A (�)1-/4x11-/$ 113-05 � Q V'xV'x12” GONG. 4x4 P.T. TIMI3FR RETAINING WALL OVEFLAP AT — FOOTING W/ (4)#4 PARS — I : : I CORNERS SffAP W/ 6012 GALVANIZED EACH WAY. 4"' PIPE COL.. .. A5OVE, TYP. OF ALL — — ( I SPIKES @6 OL. ePA\fl MR 1 xF 30 11 I I 1 PORCH A13ovE 1 I 1 I ( EGRESS WINDOW AS PROP FOR 6LAI5 (COMPACTED FILL) PY MIDERSEN, MODEL PGLA13 . sONGRADE ( I - - - - - - GW� —I ON COMPACTED FILL 77.77 S" P.C. WALL ON S"x I6" P.C. FTG. r m 7 � 0�- 0 SCALE: %4" = 1 ' FIRST FLOOR FRAMING REVISIONS: PROPOSED NEW RESIDENCE 610 MILLER ROAD 6/27/2022 PERMIT SET V ' IL' l E R A 8/15/2022 PERMIT SET REV. #1 )tf�. MATTITUCK, NY 11952 0 NS SCTM: 1000-113.00-06.00-014.002 S � l mo COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 HP HP HP HP Id'x1d' Parr la'xld' Posy sw-I (Zn xF, sw-I TIM p I f sw-I (zn x8 sw-I (Zn x8 sw-I DPL IST (3n x 10 (3)2 xl0 (3n x 10 -116 NOTES: T N "ILINO IST DSL OEILINO JOISTS 1�� D13L �EIUNO JOISTS SWA = INDICATES SHEAR WALL WITH 2 jr! 1 , 1 1 1 1DSL '"� JOIST - v PLYWOOD SHEATHING, NAILED AT 6" DPL INCA JOIST = DPL GEILINO JOISTS EDGE AND 12" FIELD WITH 10D NAILS. DI3L GEILINO JOISTS N DSL I I I v o o DJ�L cEILiN@ Jolsrs HD = INDICATES SIMPSON HOLD DOWN _ x N — M OEILINO JOISTS ° cx - HIP H D U-5 M GEILINO JOISTS 6 DSI._. N N v • ° OEILINO JOISTS T � O 942 p 1 f can x IZ ° = (3)2x12 (3)2xIZ v a's r�V a�' U x - x N (Z)7-xl2 RIDOE T T � N x x g o 2x10 N o @ 16" o.o_ x � = N 5 EW p If O N ZxIO _ 3)I- 4XII-7/$ 3 x 2 3 x 2 v I x v (2)2 x8 ` H.2 c� p IID HP Vil N - - (3n x I2 234 p l f (3n x 12 2x8 p 2x8 ` x N — HP � (2nx8 @) HP (Znxs 5w-1 Sw-I (2)7-x8 (2n x8 (2n x8 161'x Id' POST 5w-1 5w-1 rtD la'xld' POST Id'xld' POST la,xla, POST y0 < 00 a �p 0 50 A��FE 10 SCALE: Y4" = 1 ' ATTIC FRAMING REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 N S SCTM: 1000-113.00-06.00-014.002 S � i m 1 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 OVER MANE OVER f RAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . jr, . . . . . . . . . . . . . . . . . . . . . . . . . . . x "q� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Vx V RlPeF. . . . . . . . . 2!x1a' RIPOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I-F,-- - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . – . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�Ar Z4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . 2 X10 2.XIO 7 X10 2-xlo @ 0-cl. @ 16" 0-cl. . . . . . . . . . . . . . . . . . . . . @ 0.6. @ 04�1- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . .2 X.10 W ."o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 X:5 2.X5 @ 0-cl. @ 0.6. @ W, 0-cl. @ V!, O'C'. x L L 44 01> so ON v SCALE: Y4" ROOF FRAMING REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 002 SCTM: 1000-113.00-06.00-014. S � l m2 mm am r�� M�. FA Il Al ' V 0 v�jAD COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 FIRST POUR SECOND POUR TYP.LAP TYP.LAP DIAMOND SAW CUT.IN AREAS WHERE 6" 6" LSTOP REINF.SHORT OF 6" 6" LSTOPREINF.SHORT OF SEE NOTE 1 01 SEE NOTE 1 SLAB IS LEFT EXPOSED,(I.E.LEFT JOINT AT EACH SIDE JOINT AT EACH SIDE 56 BAR 0 10 UNCOVERED),FILL W/SPECIFIED (TYP.) JOINT FILLER IN ACCORDANCE W/ 4"PREMOLDED TONGUE MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT �P Q, hrO CORNER BAR SIZE AND SPACING TO MATCH - HORIZ.REINF. 0" -1 Iii II I II 1=1 1 11=I I I-=i 11= _�I=11�-1 I I; OPENING w„ TYP• I!=�' 1 �-1 1=I Q 1I1�� I I=J 11=1 I; I f=Tl�' I-1 II 11= 00 a - - - - to CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED.CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL IS POURED,REFER TO ACI 301. JOINTS,SEE SLAB PLAN AND DETAIL. AT CORNERS AT INTERSECTIONS TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH SEE PLAN FOR fr- WRAP W.W.F.AROUND CONT. WALL/T&B OF SLAB.FOR FACE OF WALL/T&B OF Second Pour First Pour REINFORCEMENT 1�-0" 1 SIZE,SEE NOTE 1 P. SLAB EE LAP #4 NOSING BAR,EDGE W/a" � ) SEE NOTE 1 PROVIDE 1"V GROOVE ON EXP46- 6- U) SEE NOTE 3,4 AND 7 VAPOR RETARDER, Q MIN RADIUS TOOL FACE OF WALL AT JOINT.SEE LAP EDGES 24"AND TAPE, a CONSTRUCTION JOINT, OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE CENTER 2x4 KEY ON WALL SHRINKAGE CRACK IN ELEVATION NOTES: 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS. j 2.DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT 1—)I f=1 I�11:: �1 I I:—J 11=I I I- "- I CIRCULAR OPENINGS 12"AND LARGER. P-1 I 3.COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL o DRAWINGS. PROVIDE CONT.CHAIR AT REFER TO GEO TECH. =ili�I� PIER,IF REQUIRED CONTROL JOINT X-0"O.C.MAX TO MAINTAIN REPORT OR 6"MIN. i=-i !—WT=-,,,- REINF.AT EL.SHOWN CONSTRUCTION JOINT GRANULAR SUB-BASE NATURAL"CUT"GRADE OR NOTE: COMPACTED SUB-GRADE TYPICAL SLAB/WALL PENETRATION DETAIL 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 2 S-200 SCALE:N.T.S. LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. TYPICAL SLAB ON GRADE DETAIL 4. AT CONTROL JOINT,PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES.STOP ALTERNATING 1 HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. S-200 SCALE:N.T.S. • o 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° • 7. PROVIDE CAULKING AT JOINT IF REQUIRED.SEE SPECIFICATIONS. • o 3 CONCRETE WALL CONSTRUCTION DETAIL CENTER LINE COLUMN/PIER/OR GRADE BEAM TO BE CENTERED ON FOOTING ICOLUMN/PIER/OR GRADE BEAM Z � I I I I PIER/COLUMN U p I REINFORCEMENT IF REQ'D FLOOR FRAMING,SEE PLAN FLOOR FRAMING,SEE PLAN H C7 aj Z w I ( I I FOOTING TOP REINFORCEMENT IF REQ'D, O SEE SCHEDULE o —o— op L 0 0 0 0 0 _:j 0— a 2X BLOCKING AT 16"o.c.AND TMPALL POST LOCATIONS POST,SEE FRAMING PLAN (2}#5 CONT.TOP AND BOTTOM z FTG.BOTTOM REINF., 0 • CONNECT P.T.PLATE TO FOUNDATION WALL M SEE SCHEDULE W/ "0x12"LONG ANCHOR BOLTS AT 3'-0"o.c. SIMPSON CPT66Z POST BASE (2)-1/2"0 ANCHOR BOLTS BOTTOM OF FTG.EL., w ADHESIVELY EMBEDDED 5"W/ #5 BARS @ 18"o.c.HORIZONTAL AND VERTICAL ° NOTES: SEE PLAN o_ ° SIMPSON SET XP EPDXY v~i #5 DOWEL AT WALL SPACING w/0'-10"HOOK, 1.SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS 0LAP 48 BAR DIAMETERS WITH VERTICAL BARS z I I C 12"0 SONOTUBE TOP OF WALL SECTION u 2x4 KEY 0 " JOISTS PARALLEL TO WALL � SLAB ON GRADE, w o SEE PLAN FOR REINFORCEMENT (3)-#5 DOWELS AT ISOLATED FOOTING SCHEDULE "' a w/o'-s"HOOK BEARING CAPACITY OF SOIL=2000 PSF X x x x o • ALLOWABLE SIZE REINFORCEMENT BF28"BIG FOOT z FOOTING" CALLOUT AXIAL LOAD LENGTH WIDTH THICKNESS LENGTHWISE WIDTHWAYS ADDITONAL INFO. o F-3.0 18.0 KIPS 3'4" 3'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END "PREFORMED EXPANSION MATERIAL q (3)-#5 CONT.BOTTOM OF FOOTING A: NOTE: #5 HORIZONTAL AT 18"o.c. 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING-FOR OFFSET FOOTINGS FURTHER BOTTOM OF FOOTING 0'-8" 0'-6" CALCULATIONS ARE REQUIRED. EL.= SEE PLAN V-8" 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"xl'-0"x3/4". 6 TYPICAL SONOTUBE FOOTING DETAIL S-200 SCALE:3/4"=1'-0" 5 TYPICAL FOUNDATION WALL DETAIL S-200 SCALE:3/4"=1'-0" 4 TYPICAL ISOLATED FOOTING DETAIL S-200 SCALE:N.T.S. D ER/r C)� r '3, cr t W f<`QA 0150 ROFESS01 SCALE: %4" = 1 ' STRUCTURAL DETAILS REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 010 lul I 'L 1" 11, D SCTM: 1000-113.00-06.00-014.002 S �200 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 Z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM,SEE PLAN g (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION a ALTERNATE SIDES OF POST w FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD POST,SEE PLAN J DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF J ROOF FRAMING AND LOCATION RAFTERS ON �' A PER RAFTER POST/STUD BLOCKING RAFTER TO TOP PLATE,TOE NAILED 3 8d BELOW W/CS 16 OPPOSITE SIDE OF r? 0 1/2"0 A307 THRU-BOLT RIDGE W/SIMPSON 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST COIL RAP LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED EACH ROOF RAFTER AND ROOF QUANTITY (3)8dd P PER TIE COLLAR TIE TO RAFTER,FACE NAILED Z SHEATHING.SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM,SEE RESPECTIVELY,AND ARCH. PLAN FOR SIZE P!I Di FOR PITCH A 1/2"0 A307 THRU-BOLT W/ ROOF RAFTERS TO RIDGE WASHERS @ 16"O.C.W/ TOE NAIL (4)16d PER RAFTER BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16dI PER RAFTER WOOD POST ABOVE LL FRAMING CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE, FACE NA (2)16d PER FOOT HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE 2x BLOCKING FACE NAILED 24"O.C. MTS30 TWIST STRAP BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL STUDIO TU ACE NAILED 16d 16" .ALONGxEDGES 6 IOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x41 PER 2x6 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED (2)16d PER FOOT CONNECT HEADER/BEAM /� S-300 SCALE:N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT `v TO POST/JACK AND KING J CONNECT RAFTERS TO TOP SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES END NAILED (2)1� 12"O.C. STUDS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STRONG TWIST STRAPS JOINTS,FACE NAIL IN LAPPED AREA (8)16d TIE HH HEADER HANGER BUILT-UP HEADER TWO PIECES WITH 112"SPACER 16d 16" O.C,ALONG EACH EDGE CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16' O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE OE NAILED (2)16d PER FOOT SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. TYPICAL ROOF STRAPPING DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 S-300 SCALE:3/4"=1'-0" S-300 SCALE:3/4"=1'-0" S-300 SCALE:N.T.S. WALL SHEATHING PANEL,SEE WALL SHEATHING PANEL,SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE SHEAR WALL AT ALL SHEAR WALL END END POSTS,SEE POSTS,SEE SCHEDULE SHEATHING PANEL EDGE SHEATHING PANEL EDGE SCHEDULE ANCHOR HOLD DOWN NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN o TO THE TOP FLANGE "A".SEE SCHEDULE "A".SEE SCHEDULE SHEAR WALL END POST, OF STEEL BEAM W/ SEE SCHEDULE ° THREADED ROD CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE CONT.TIMBERSTRAND TO MATCH FLOOR JOIST DEPTH THREADED ROD MATCH FLOOR JOIST DEPTH i CONNECTING I I SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS NAIL BOTTOM AND SHEATHING SPACING SPACING THROUGH FLOOR I� TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING SEE SCHEDULE I! PATTERN"B"SEE SCHEDULE TO BLOCKING PER NAILING SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN "A"SEE SCHEDULE "A"SEE SCHEDULE o STEEL BEAM,SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WELL END POSTS,SEE SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. POSTS,SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS,SEE SCHEDULE BLOCKING PER NAILING ° p BLOCKING PER NAILING ALL SHEAR WALL END NAIL AND SHEATHING TO LVL A PATTERN"B"ON SCHEDULE v PATTERN"B"ON SCHEDULE (2}2x TOP SOLID LVL (2)-2x TOP SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS it THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR,SEE DOWNS THROUGH FLOOR,SEE _ SCHEDULE SIMPSON HOLD DOWNS SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, SCHEDULE ANCHOR,PROVIDE(2)- ANCHOR,PROVIDE(2)- SEE SCHEDULE POSTS,SEE SCHEDULE SEE SCHEDULE SIMPSON'HOLD DOWNS AT ALL SHEAR A ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKINGIle /"1 WALL END POSTS,SEE SCHEDULE o � LVL BEAM,SEE PLAN ANCHOR HOLD DOWN WITH WALL END POSTS,SEE SCHEDULE SIMPSON HOLD (3}PLY MIN. o THREADED ROD THROUGH DOWNS AT SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE MIDDLE PLY OF LVL BEAM 2x BLOCKING,TYP.AT ALL NAILING,PER PATTERN ° ALL POSTS, EE PANEL EDGES NAILING,PER PATTERN PANEL EDGES END POSTS,SEE "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SEE SCHEDULE PANEL,SEE SCHEDULE SEE SCHEDULE PANEL,SEE SCHEDULE DRILL AND EPDXY rr ANCHOR RODS P.T.SILL,SEE NOTE 4 SIMPSON HOLD DOWNS P.T.SILL,SEE NOTE 4 AT HOLD DOWNS SIMPSON HOLD DOWNS ON SCHEDULE AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END ° AT FOUNDATION POSTS,SEE SCHEDULE POSTS,SEE SCHEDULE 1/4"x 5"x 5"STEEL TOP OF FDN.WALL OR TOP OF FDN.WALL OR PLATE RECESSED LEVEL,SEE HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM SCHEDULE DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FOUNDATION LEVEL AT FND.LEVEL,SEE SCHEDULE SILL TO TOP OF FND. AT FND.LEVEL,SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB SLAB,SEE SCHEDULE SLAB,SEE SCHEDULE 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS S-300 SCALE:3/4"=1'-0" S-300 SCALE:3/4"=1'-O" S-300 SCALE:3/4"=1'-0" NOTES: SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN 1.HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T.SILL DRILLED IN THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALU SHEATHING PANEL 2x BOT.AND FLOOR ANCHOR TO AND EPDXY END POST SCREWS A.AT SECOND FLOOR SHEAR WALLS,PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHORED /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE(MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH(MIN.) B.AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER.RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SW-1 REFER TO1/2" N '"0x12"LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 5/8"0 ATR 10" (14)SDS x 2 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. FRAMING PLAN BOLTS AT 4-0 O.C. (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES ... /� O� m_ w kO ssom4 SCALE: Y4" = 1 ' STRUCTURAL DETAILS REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 S �201 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE HURRICANE STRAP HURRICANE STRAP RIDGE STRAP MODEL#CS16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 FLOOR SHEATHING NAILED AT 6"o.c.MAX. (16"O.C.MAX SPACING) (16"O.C.MAX SPACING) TO JOIST/BLOCKING WITH TENSION TIE 0o -1"H HDG THREADED ROD WITH FLASHING FOR WATER TIGHTNESS,NOT SHOWN NUTS AND WASHERS OJVZ rmr c-a.a "wm N Y WEO r , COC 1"w+rt S4S• w•s 9wtlR \ wl MV'v Y aI+Q y q� rR OM YI.O YtlR'J•/c0 V.rv}N - O oO O i O O O la a•"a h.SCn't 9rt-a.T }NYS•6 0 C O O O O tsi try � � ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE SIMPSON DTT2Z OR SIMPSON DTT2Z OR APPROVED p APPROVED EQUAL EQUAL(MIN.2 LOCATIONS) DECK JOIST,SEE PLANFLOOR JOIST SIMPSON FACE MOUNT JOIST HANGER OR "M.,. ", r liT •��� SIMPSON STRONG-TIE SIMPSON STRONG-TIE (SOLID 2X JOIST OR . u C-4, �. .� � 1 •m "� HURRICANE STRAP HURRICANE STRAP 2X BLOCKING) APPROVED EQUAL � a N•wm " ^ `^'Y MODEL#HETA40 TYP.) 2X P.T.LEDGER FASTENED W/LEDGERLOK " MODEL#SSP(TYP.) ( MODEL#DSP FOR DOUBLE STUD (16"O.C.MAX SPACING) FASTENERS STAGGERED IN A"W" _=na•• �r PrtYpbrWYf�,rA wS carni�� (16"O.C.MAX SPACING) PATTERN @ 5"o.c.,EDGE SPACING 1-3/4", END DISTANCE 3-3/4" SECTIEN R EGRESS WINDOW WELL PLAN p EGRESS WINDOW WELL �,•. SCAiLAE. 3/Z' = I'-0' SCATLAE: 3/4' = I'-0' ATTACH FLOOR TO FOUNDATION TYPICAL DECK ATTACHMENT DETAIL 2 TYPICAL EXTERIOR WALL STRAPPING DETAILS s-3o, SCALE:1-1/2"=1'-0" S-301 SCALE:3/4"=1'-0" ROOF FRAMING DETAILSHeel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d(0.131"x 3Y4")nails. Ridge Connection Connect rafter to valley with 16d(0.131"x 3Y")nails per table below. Dormer Framing TimberStrand®LSL or TimberStrand" LSL rafter 1x_or 2x ceiling joists Toenail with four 16d(0.131"x 3Ya")nails Four 16d(0.131"x 3Ya")nails Microllam®'LVL ridge board Attach blocking to lateral bracing at 48" at each end of strap/cleat /cleat 9 each side,or four 16d(0.131"x A")nails P through ridge into rafter rafter with two 16d on-center or as specified (0.131"x 3Ya1 nails Toenail hiptvalley to Sheathing or other lateral post with three Header joist see plan TimbierStrand'a bracing as required Hip member or ^ Toenail header to rafter with four 16d 0.131"x 3Ya") valley beam LSL rafter 16d(0.131 x 3y") or reactions nails from each side,or use a Lateral blocking per � nails per side hanger exceeding 500 lbs.See Framing Connectors tables code or for lateral in Weyerhaeuser Roof System Guide,TJ-9005 for wind requirements TimberStrancr LSL Sloped bearing surface hanger capacities. ceiling joist Attach post to bearing wall or beam with three 16d(0.131"x Beam or ceiling joist A23 or A3 dips each side. 2x TimberStrand"LSL plate 2 times joist spacing, sized to support post (Addresses lateral load only, (connection design may be minimum ")nails per side not intended for wind uplift.) required,contact your 3"maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Structural sheathing Rafter-to-Valley Connection Attach plate to rim with Rafter Roof Snow Load to resist wind forces in high wind zones Rafter 16d(0.131"x 34")nails On-Center S30 LL+15 DL 50 LL+15 DL 80 LL+15 DL at 12"on-center Spacing pan Number of 16d(0.131"x 3 Ya")nails required Minimum Ridge Board Depth Rafter Pitch 'AngIe�IIPs 6' 5 5 5 Rafter 16" 12' 5 6 8 4:12 to 9:12 10:12 to 11:12 1212 Ranger Nailing Size Type Clip To Plate Rafter/Ceiling Joist 18' 6 9 12 See plan for member Ridge Board Sizes P g Rafter Connection for Thrust: 24' 8 12 2x6 2x8 2x10 2x10 Simpson •For lap connection nail quantity requirements,see Rafter Span and Heel 2x8 2x10 2x12 2x12 Strong Tie® A23 10d x 1Yz" 10d x 1Y" Connection Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. Ceiling outlookers 6' S 5 7 at hip end 12' 6 8 11 O 2x10 14" 14" 14" USP Structural -If fewer than 8 nails are required,use only one A23 or A3 clip,each side. 24^ R 22 Connectors A3 10d x 1Yz" 10d x 1Yz" -If 8-15 nails required,use two A23 or A3 clips,each side. 18' 9 13 ' 20 2x12 14" 16" 16" 24' 12 Open,see plan R R 'Contact your Weyerhaeuser representative 24 26 for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter HipNalley Low End Sloped hanger Hip/Ridge/Valley/ (sloped/skewed if roof Post Detail Hip member or ,,, pitches are unequal). Sheathing or other latera valley beam Hip member 3"Maximum rafter bracing as required TimberSt®ands LSL or Notch TimberStrand°LSL Hip/valley seat cut overhang Microllam LVL ridge board depth(d) Depth of hip/valley hiplvalley to sit on post (minimum of 75%of original at seat cut(y). member depth must remain). See table below Ridge board.Toenail Toenail hip to ridge with five ridge-to-hip with four 16d(0.131"x 34")nails. 16d(0.131"x 3%') TimberStranda LSL Connect rafter to nailsKR Attach blocking to rafter with ceiling joist valley using 16d 27 two 16d(0.131"x 3Y")nails 16d 0.131"x 3Ya" nails 0.131"x 3 a")nailstz� ( ) Attach hip/valley member to plate Lateral blocking per code or for heel/lap connection' Post or bearing wall with three 16d(0.131"x 34")nails Valley beam.Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. Toenail rafter to top plate with with two 16d(0.131"x 3Y")nails Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip Minimum Percentage of Original H,1311e th R uired or valley with a point load. three 16d(0.131"x 3Ya")nails Y TimberStrand�'LSL rafter Member Type TimberStrand5°LSMicaollan�LVL Hip Member 30% 1 50% i"See Framing Connectors in Weyerhaeuser Roof System Guide, O 'For heel/lap connection nailing see Rafter Span and Heel Connection O R Valle Beam 60% so% R TJ-9005 for hanger capacities. 21 Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. 23 Hip member or valley beam Calculate percentage as yld x 100 28 (2)See Rafter-to-Valley Connection table in Detail R26 above. J De f- t s •� N � .p 1> 02 �OFFSSIO SCALE: %4" = 1 ' STRUCTURAL DETAILS REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD ju 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 S �2m2 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATT I T U C K, NY 11952 DATE: 2/21/2022 oe— APPROVED AS NOJEO OATE;FCL:LZ:t?,B.P.# l`S` FEE.__:' BY:_„ 2��— NOTIFY BUILDING DEPARTMENTAT 631-765'1602 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 0 o 1. FOUNDATION-TWO REQUIRED Y � r ci M v � o a FOR POURED CONCRETE U) Q L` Q °' Q �.- =w < I ROUGH-FRAMING&PLUMBING w� v (D o o 000 w �..� Z s 3. INSULATION 0- 0 LL: I Fa� o Z o�o of 0 4. FINAL-CONSTRUCTION MTQ o QQw Q W m o NSFOR'za W ooo oALL CONSTRUCTION SHALL MEET T HE w > Q � IIN af J REQUIREMENTS OFTI CODES OF NEW � ~cn C) vi ¢= o � YORK STATE. 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'off P pR0FEss�� SCALE: NTS SURVEY REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 8/15/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 W< E SCTM: 1000-113.00-06.00-014.002 A�000 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 WINDOW FALL PROTECTION: WINDOW SCHEDULE PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20"WIDTH AND 5.7 SQ.FT. MARK ANUFACTURER MODEL STYLE I HEAD SILL HEIGHT HEIGHT WIDTH HEIGHT VALUE SHGC 100 ANDERSEN 1400 SERIES I DOUBLE HUNG 8'-0" 2'-0" 3'-0" 1 6-0" 0.32 0.27 101 ANDERSEN 1400 SERIES I DOUBLE HUNG 8'-0" 4'-0" 4'-0" 4'-0" 0.32 0.27 102 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 103 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 104 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 105 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 106 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 107 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 108 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 109 ANDERSEN 400 SERIES IDOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 110 ANDERSEN 400S RIES IDOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 111 1 ANDERSEN 400 SERIES IDOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 112 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 113 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 - 32'_4"- - - - - - - - - - HOSE 15115 114 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1 2'-0" 3'-0" 6'-0" 0.32 0.27 %15'-8" � ..- 115 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 -- I r -7 I ---------- - --- --_ - -- ----------- I I _ _ ., , 117 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 21-0" 31-0" 61-0" 0.32 0.27 PORU1 ABOVE -- ----- -"--- ------------�----=� ; 118 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-% 0" 0.32 0.27 ` s " Wwu /'�(/T� FILL -- -------------- ------------------J i n n x " I 6--01- 14'-4 _ „ ( ) I " 119 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2v-0" 3-0 6-0 0.32 0.27 14 -4 I 4 P-6_ SL.Af5 ON GRADE 14 -4 FlITIJRE POURED 120 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 ION P�rED 1=1LL I I I WING 121 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 I = wALt-. " 122 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 17'-1 ' 6" 123 ANDERSEN 4 S 00 SERIES DOUBLE HUNG U G 0.32 0.27 ,.. . �. :. 124 ANDERSEN 400S RIESDOUBLE HUNG 8-0 2-0 2-0 61-01f 0.32 0.27 125 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 8,_ " 3'-1 " 31'-0" " I 11'-s"I 126 ANDERSEN 400 SERIES DOUBLE HUNG 8�0„ 4� L - - - J I 3--1i I L - ( 127 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2-0" 3'-0" 6'-0" 0.32 0.27 128 ANDERSEN 400 SERIES I DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 129 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1'-6" 3'-0" 5'-0" 0.32 0.27 - - 130 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1'-6" 3'-0" 5'-0" 0.32 0.27 - 10 - 14 28 129 DOOR SCHEDULE ��.• ' I MARK ANUFACTURER MODEL STYLE WIDTH HEIGHT VALUE SHGC 100 - - - 3'-0" 8'-q" - - �► 8'-3" 133 ( 101 _ _ 3'-0" 8'-0" - - S�ti0�14. �► 102 2'-0" 8'-q" 103 - - - 2,-0„ 8;-q - - 1`' ; ( 104 - - - 3-0 8-011 - - 105 - - - 3'-0" 8'-q" _ - �':: �� � S x71 � I 106 3'-0" 8'-qx 01-� 107 - - POCKET 2'-0" 8'-q" - - 108 - - POCKET 21-0" 81-0" - - 3•_9" 109 - - BARN 2'-8" 8'-q" - - 110 - - POCKET 2 0 81-011 - - 46'-71" 45'-31" i i --------1 r--------� L-- --J 46 -71" 111 - - BARN 3'-0" 8'-0" r - - 112 - - BARN 3'-0" 8'-q" - - 113 - - FRENCH 6'-0" 8'-0" - - ' I I 114 - - FRENCH 6'-0" 8'-0" L------J BASEMENT L------J GARAGE '_ " UNFINISHED 115 - - FRENCH 6 0 8 0 - - 116 - - - 2'-8" 8'-0" 117 - - - 2'-8" 8'-0" - - 8'-3" 132 ( 119 - - - 2'-4" 8'-0" - - 120 _ - - 2'-0" 81.10" _ 10 12'-3" I 121 2'-0" 8'-0" 122 - - - 2'-8" 8'-0" 2'-0" 81.011 10'-41" 130 10'-4�" � � I ( � 123 - - - - - - - - - - - - - - - - - - - - L - - 124 - - POCKET 2'-0" 8'-0" - - 125 - - - 2'-0" 8'-0" - - - - - - -31•-8" 126 - - - 2'-8" 8'-011 - - tb 127 2'-0" 8'-0" ' I 128 2'-8" 7'-0" 6'-4 " I I 129 - - - 3'-0" 7'-0" - - D e _ a C��,► 130 _ - - 12'-0" 7'-0" - - U / 131 3' O" 71.011 I I I I 132 - - O.H. GARAGE 8'-0" 7'-10" - - 133 - - O.H. GARAGE 8'-0" 7'-0" - - I13'-1�" 13'-14" 13'-14 I 4 '-0" 1�31� FOUNDATION 1ALLCONCRETETO BE 3500 MIN.PSI AT 28 DAYS. 2. ALL FOOTINGS AND/OR PIERS TO REST ON 1.5 TONS/SF. IF LOCAL CONDITIONS INDICATE OTHERWISE(SANDY SOIL,LOAM,OR LOCATED NEAR RIVERS OR WATERWAYS)A SOIL TEST - I I SHOULD BE PERFORMED TO INDICATE IF PILINGS ARE REQUIRED,FOOTING WIDTH PER SECTION 4'-2" I I NOTES. 23' 4- 3 INTERIOR CONCRETE SLAB FLOORS TO BE MIN 4"WI " 4 IL POLY VAPOR(BARRIER. _ _ M 4 -11 1 .. 4. FOUNDATION WALL TO EXTEND MIN.8 ABOVE GRADE. .5 NO CONCRETE TO BE STALLED PER DIAGRAM,PER = " " `' ` -'' ANCHOR BOLTS TO BEIINSTALLED PER DIAGRAM,PER OB CONDITION. 24'-8 " 7. TERMITE SHIELD SHALL BE COPPER OR OTHER MATERIAL APPROVED FOR USE WITH TREATED 24'-8-11" -1 - �- SILL PLATE.ALUMINUM FLASHING IS NOT TO BE USED IN CONTACT WITH TREATED LUMBER. HOSE f5II3 HOSE 13115 8. ALL LUMBER IN CONTACT WITH CONCRETE OR HAVING EXTERIOR EXPOSURE SHALL BE TREATED PER CODE OR OTHERWISE APPROPRIATE FOR INTENDED USE.EXTERIOR LUMBER SHALL HAVE �E POSED GALVANIZED OR STAINLESS STEEL FASTENERS. GONGRETE WINO 9. SITE SHALL BE GRADED AS TO DIRECT WATER AWAY FROM STRUCTURE,AS WELL AS,SITE yy� 129 130 CONDITIONS ALLOW. STRUCTURAL NOTES: 1. STRUCTURAL AND FINISH MATERIALS TO BE PER SECTION NOTES,AND COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. NAILING AND FASTENERS TO BE PER SCHEDULE. 3. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND/OR OVERSIZE TUBS, DOUBLE FLOOR JOIST AND TRIMMERS AT ALL STAIR OPENINGS.DOUBLE CEILING JOISTS,ROOF RAFTERS AND TRIMMERS AR SKYLIGHT OPENINGS. 4. HEADERS TO BE MINIMUM(2)2x6 UP TO 4'OPENING,(2)2x8 UP TO V OPENING UNLESS OTHERWISE NOTED.DOUBLE JACK STUDS ON ANY OPENINGS OVER 5' \\ 5. PROVIDE FIRE BLOCKING AS REQUIRED. 6. INTERIOR BEARING WALLS TO BE BRACED WITH 2x4 BLOCKING AT MID POINT. aF NEW,,, 7. ALL CORNERS TO BE MIN. (3)2x4. �E O� 8. RAFTER HEAL CUTS SHALL NOT EXCEED 4 , �s� 9. WHERE JOISTS OR RAFTERS ARE NOTCHED TO HEADERS SP AS TO REDUCE BEAM DEPT * r': c(- APPROPRIATE t APPROPRIATE BRIDLES OR METAL CONNECTORS ARE TO BE USED. w 10. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORDER OR NOTCHED IN EXCESS LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINE 725 WOOD PRODUCTS ARE NOT PERMITTED UNLESS SUCH EFFECTS ARE SPECIFICALLY CONSID o �P IN THE DESIGN OF SAME MEMBERS,STUDS DRILLING,AND NOTCHING TO COMPLY WITH R602.6. SCALE: %4" = 1 ' FOUNDATION PLAN REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 9/27/2022 PERMIT SET REV. #1 MA 000-113.00-06.00-014.002 NY 11952A� l 00 N S SCT M: 1000-113.00-06.00-014.002 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 WINDOW FALL PROTECTION: WINDOW SCHEDULE PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS WINDOW MUST MEETHEAD SILL MINIMUM CLEAR OPENING OF 24" HEIGHT, 20"WIDTH AND 5.7 SQ.FT. MARK MANUFACTURER MODEL STYLE HEIGHT HEIGHT WIDTH HEIGHT VALUE SHGC 100 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 101 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 4'-0" 4'-0" 0.32 0.27 102 ANDERSEN 400 SERIES DOUBLE HUNG V-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 103 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 104 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 105 ANDERSEN 400 SERIES DOUBLE HUNG V-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 106 ANDERSEN 400S RIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 107 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 115 114 105 104 108 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 109 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 110 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 pop 109 108 p 111 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 112 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 ffOSE �II� 15'-8" �{.- 15,-8" U �I� 113 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 -{J- 114 ANDERSEN 400 SERIES DOUBLE HUNG V-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 N. _ - . - 15 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2-0 3-0 6-0 0.32 0.27 116 ANDERSEN 400 SERIES DOUBLE HUNG 8--0" 2'-0" 3'-0" 6'-0" 0.32 0.27 14'-8" I I I 14'-8" 117 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 113 I FRONT I I 106 118 ANDERSEN 400 SERIES DOUBLE HUNG V-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 116 I 1 '_g" FRONT 3'- " 119 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 7'-6" 7'-6" 120 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 121 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 2-0 3-0 6-0 0.32 0.27 113 122 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 10'CLG 1 '-10" 1,_11 " I I o 0 103 123 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 NURSERY g�_ " 3 -1 8v_ " 124 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 o'CLG 11'-10" 125 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 4'-11�" nOOp - .. 15'-2" " - 126 ANDERSEN 400 SERIES DOUBLE HUNG 8-0 4 0 2 0 4 0 0.32 0.27 3'-0" 10'CLG •_g" 5'-11 " 127 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 7'-26" 2'-2" 10'CLG 8'-3 " KITCHEN 128 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 117 126 FOYER 9'_11 " I 129 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1'-6" 3'-0" 5'-0" 0.32 0.27 ENTRY 5'-10" = v 10'CLG 20'-76" 130 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1'-6" 3'-0" 5'-0" 0.32 0.27 _= 3'-4" I 7'-2" -7'-{ " 10'CLG " I I HIS PRIMARY ROOM 125 = - 5P-O" 0 ° " I _� DOOR SCHEDULE 10'CLG 10'cu; HALL 5 5 & RAIL O GORE 7 -2 11 107 C.L. 10'CLG BEDROOM " �- 1 BATH 3,_0" 1 p _p78 3'-p" MARK MANUFACTURER MODEL STYLE WIDTH HEIGHT VALUE SHGC I 124 " � 4 -21 � 01 4102 - -- ® 8 - - q- 81-01' - - - : - , " , n 100 - 3' 0" 8'-©" 123 11 5'- 10'CLG3 -8g -"t5 " " 2 PANTRY 4'-6 102 - - - 3 $' ©" - - ®116 = I 0 21-0" 8-0 L1 6 103 - - - 2'-0" 8'-0" - - 2'-2" I 8 " 109 - - - 31-011 " 118 c� 104 3-0 81-0" - - - 0 105 - - - 31-0" 81-0" -Z12:2)6.- 4" 10'CLG I 108 6'-21 " 107 - - POCKET 2'-0" 8'-0" -C.L. 3 6 46'-71- " 8'-1 _ _ _ = 1 10'CLG 6'-0" 46'_7 " 108 - - POCKET 2'-0" - ' 10 CLG 11 -24 T ' ROOM I 109 - - BARN 2'-8" 8'-©" BEDROOM 15' INING 0'CLG 110 - - POCKET 2'-0" 8'-0" - - 110 W 111 - - BARN 3�0" V-101" CHASE'S A O Y C.L. ° 1o'CLG 112 - - BARN 3-0" 8-011 - - 10'CLG C.L. I _ - - 61-011 - - E I> 9p 11i" 1 113 FRENCH 8'-0" 119 104 '� 4 114 - - FRENCH 6'-0" - 1 Z 115 - - FRENCH 6'-0" 8'-0" - - 16'-1 " 3'-4$" I 17'- I ° 10'CLG t1.* "'� 116 - - - 2'-8" 8'-0" - - BATH 101 PRIMARY 117 21-81' 81-011 69-8j" 10'CLG ( 118 - - - 2'-4" 8'-0" - - ''22 PANTRY 119 10'CLG 6 -10 3'-0" _,�_ 4:0- 119 - - - 2'-4" 8'-10" - - I 10'CLG I HALL 1 p'_�" 120 - - - 2'-0" 8'-10" - - '- " C.L. 10'CLG GUEST 2'_2" 6'-0" " 1'-8" " 0'CLG �/ - - - - - I/ 11 " 12 -o 121 2�0,� 8�m„ 5 -6 PDR ° 122 - - - 21-811 81-011 - - " 115 11 " O ��� 123 - - - 2'-0" 81_0.1 - - '01 5 -26 % 14 -4� I 124 - - POCKET 2'-0" 8'-0" 120 -. _- ,, � 7'-26" 103 102 ° ' 10i " 126 - - - 2'-8" 8'-0" - 12'-1 " - - - - - " i '�� i 127 2'-0" 8'-0" 118 31 -8 - -- _- 128 - - - 2'-8" 7'-0" - - 120 16'-84" ° = T-01%" 3,_ZZ" 11�_ " 129 - - - 3'-0" T-0" - - �8 130 - - - 12'-0" 7'-0" 24 125 126 10'CLG CLOSET 101 131 - - - 3'-0" 7'-0" - - 132 - - O.H. GARAGE 8'-0" T-0" " 10'CLG " 13'-14" 4 -2 " " - - 11 -24 BEDROOM 11 -24 DECK 7 _ 133 - - O.H. GARAGE 8'-0" T-q" - - GUEST 10 CLG - REAR _ -- 10'CLG BATH O 100 OFFICE 9'- 100 FOUNDATION NOTES: GUEST 10'CLG 1. ALL CONCRETE TO BE 3500 MIN.PSI AT 28 DAYS. LAUNDRY 2. ALL FOOTINGS AND/OR PIERS TO REST ON 1.5 TONS/SF.IF LOCAL CONDITIONS INDICATE 121 - X4'-81-�" OTHERWISE(SANDY SOIL,LOAM,OR LOCATED NEAR RIVERS OR WATERWAYS)A SOIL TEST SHOULD BE PERFORMED TO INDICATE IF PILINGS ARE REQUIRED, FOOTING WIDTH PER SECTION 11'-10$" NOTES. - - - 3. INTERIOR CONCRETE SLAB FLOORS TO BE MIN.4"W14 MIL POLY VAPOR BARRIER. 4 FOUNDATION WALL TO EXTEND MIN 8"ABO VE GRADE. STEPS & RAIL TO GORE 24,_o-��" ;5?A0 J„ -J- � 5. NO CONCRETE TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 24'-8-11" RAIL TO CODE 31'-8" 8i feloul� ►``� f 6. ANCHOR BOLTS TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. Ieo L 7. TERMITE SHIELD SHALL BE COPPER OR OTHER MATERIAL APPROVED FOR USE WITH TREATED �,�j- SILL PLATE.ALUMINUM FLASHING IS NOT TO BE USED IN CONTACT WITH TREATED LUMBER. 8. ALL LUMBER IN CONTACT WITH CONCRETE OR HAVING EXTERIOR EXPOSURE SHALL BE TREATED 122 123 127 128 PER CODE OR OTHERWISE APPROPRIATE FOR INTENDED USE.EXTERIOR LUMBER SHALL HAVE GALVANIZED OR STAINLESS STEEL FASTENERS. 9. SITE SHALL BE GRADED AS TO DIRECT WATER AWAY FROM STRUCTURE,AS WELL AS,SITE -9 mS mB CONDITIONS ALLOW. STRUCTURAL NOTES: 3 2 1 1. STRUCTURAL AND FINISH MATERIALS TO BE PER SECTION NOTES,AND COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. NAILING AND FASTENERS TO BE PER SCHEDULE. 3. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND/OR OVERSIZE TUBS, DOUBLE FLOOR JOIST AND TRIMMERS AT ALL STAIR OPENINGS.DOUBLE CEILING JOISTS,ROOF RAFTERS AND TRIMMERS AR SKYLIGHT OPENINGS. 4. HEADERS TO BE MINIMUM(2)2x6 UP TO 4'OPENING,(2)2x8 UP TO 6'OPENING UNLESS OTHERWISE NOTED.DOUBLE JACK STUDS ON ANY OPENINGS OVER 5' 5. PROVIDE FIRE BLOCKING AS REQUIRED. 6. INTERIOR BEARING WALLS TO BE BRACED WITH 2x4 BLOCKING AT MID POINT. �pF NEIN y 7. ALL CORNERS TO BE MIN. (3)2x4. �P� UEEq) 0� 8. RAFTER HEAL CUTS SHALL NOT EXCEED 4" .' s� 9. WHERE JOISTS OR RAFTERS ARE NOTCHED TO HEADERS SP AS TO REDUCE BEAM DEPTH, r as CC w APPROPRIATE BRIDLES OR METAL CONNECTORS ARE TO BE USED. m z 10. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORDER OR NOTCHED IN EXCESS ORT Z�F 07 LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGIN EERE BAR ss C�A� WOOD PRODUCTS ARE NOT PERMITTED UNLESS SUCH EFFECTS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF SAME MEMBERS,STUDS DRILLING,AND NOTCHING TO COMPLY WITH R602.6. SCALE: %4" - 1 ' FIRST FLOOR PLAN REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 9/27/2022 PERMIT SET REV. #1 sms )tf�. MATTITUCK, NY 11952A� i N4< S SCTM: 1000-113.00-06.00-014.002 0 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 WINDOW FALL PROTECTION: WINDOW SCHEDULE PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20"WIDTH AND 5.7 SQ.FT. MARK ANUFACTURER MODEL STYLE I HEAD SILL U HEIGHT HEIGHT WIDTH HEIGHT VALUE SHGC 100 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6-0" 0.32 0.27 101 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 4'-0" 4'-0" 0.32 0.27 102 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 103 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 104 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 105 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 106 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 107 ANDERSEN 1400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 108 ANDERSEN 1400 SERIES I DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 109 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 3'-0" 0.32 0.27 110 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6-0" 0.32 0.27 111 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 112 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 113 1 ANDERSEN 400 SERIES DOUBLE HU GI 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 114 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 314" 6'-0" 0.32 0.27 115 1 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 116 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 117 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 118 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 119 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'41 3'-0" 6'-0" 0.32 0.27 120 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1 2'-0" 3'-0" 6'-0" 0.32 0.27 121 ANDERSEN 400 SERIES DOUBLE HU GI 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 p 122 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 3'-0" 1 6'-0" 0.32 0.27 123 ANDERSEN 1400 SERIES IDOUBLE HUNG 8'-0" 2'-0" 3'-0" 1 6'-0" 0.32 0.27 124 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 2'-0" 6'-0" 0.32 0.27 (�? 16 OL. � I6" OL. � _ ® 16' OL. _ _ ® 16 OL. -� �� � " � �� �� 2x8 2x8 2x8 2xg 125 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0 2-0 2-0 6'-0 0.32 0.27 126 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 4'-0" 2'-0" 4'-0" 0.32 0.27 V!, or,. @ V!, or,. 127 ANDERSEN 400 SERIES DOUBLE HU GI 8'-0" 2'-0" 3'-0" 6'-0" 0.32 0.27 128 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 2'-0" 31-0" 6'-0" 0.32 0.27 Zxlo 2xlo 129 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1'-6" 1 3'-0" 5'-0" 0.32 0.27 130 ANDERSEN 400 SERIES DOUBLE HUNG 8'-0" 1'-6" 3'-0" 5'-0" 0. 2 0.27 DOOR SCHEDULE 2, x +ice, � MARK MANUFACTURER MODEL STYLE WIDTH HEIGHT VALUE SHGC @ I6" OL. Q I6" OL. v @ 16" OL. @ 16" OL. Zxlo 2xlo ° 2x10 2_xIo N} ' 100 - - - 3'-0" 8'-0" - - p 101 - - - 3'-0" 8'-0" - - 102 - - - 2'-0" 8'-0" - - 103 - - - 2'-0" 8'-0" - - 104 - - - 3'-0" 8'-0" - 0 0 0 0 105 - - - T-08�0 - - N - x 106 - - - 31-011 81-011 - - �` 107 - - POCKET 2'-0" 814" - - �' ?_ 108 - - POCKET 2'-0" 8'-0" - - 109 - - BARN 2'-8" 8'-0" - } - 8'-0" - - POCKET 21-011 N 111 - - BARN 3'-0" 81-0" - - 112 - - BARN 3'-0" 8'-0" - - 113 - - FRENCH 6'-0" 8'-0" - - I - 14F' ML RIDGE OVER HZAME 114 - - FRENCH 6'-0" 8'-0" 115 - - FRENCH 6'-0" 8'-0" 116 1 2,_ - 8 .. 8�_p,� - 118 - - - 214" 8'-0" - - � � 119 - - 2'-4" 8'-0" - 120 - 2'-0" 8'-0" - 2"x Id' RIDGE 2"x Id' RIDGE - x x 122 - - - 2'-8" 8'-0" - - 123 - - - 2'-0" 8'-0" - - i i 124 - - POCKET 2'-0" 8'-0" - - 125 - - - 2'-0" 8'-0" - - 126 - - - 2'-8" 8'-0" - - 127 - - - 2'-0" 8'-0" - - v 128 - - - 2'-8" 7'-0" - - ° o ° 129 - - - 3'-0" 7'-0" - - 0 130 - - - 12'-0" 7'-0" - - ��_ p N 131 - - - 3'-0" 7141 - - 132 1 1 O.H. GARAGE 8'-0" 7'-0" - - 133 1 1 O.H. GARAGE 1 8'-0" 7'-0" - - 'P FOUNDATION NOTES: N 1. ALL CONCRETE TO BE 3500 MIN.PSI AT 28 DAYS. 2. ALL FOOTINGS AND/OR PIERS TO REST ON 1.5 TONS/SF.IF LOCAL CONDITIONS INDICATE OTHERWISE(SANDY SOIL,LOAM,OR LOCATED NEAR RIVERS OR WATERWAYS)A SOIL TEST SHOULD BE PERFORMED TO INDICATE IF PILINGS ARE REQUIRED, FOOTING WIDTH PER SECTION NOTES. 3. INTERIOR CONCRETE SLAB FLOORS TO BE MIN.4"W/4 MIL POLY VAPOR BARRIER. 4. FOUNDATION WALL TO EXTEND MIN.8"ABOVE GRADE. 5. NO CONCRETE TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 6. ANCHOR BOLTS TO BE INSTALLED PER DIAGRAM,PER JOB CONDITION. 7. TERMITE SHIELD SHALL BE COPPER OR OTHER MATERIAL APPROVED FOR USE WITH TREATED SILL PLATE.ALUMINUM FLASHING IS NOT TO BE USED IN CONTACT WITH TREATED LUMBER. 8. ALL LUMBER IN CONTACT WITH CONCRETE OR HAVING EXTERIOR EXPOSURE SHALL BE TREATED PER CODE OR OTHERWISE APPROPRIATE FOR INTENDED USE.EXTERIOR LUMBER SHALL HAVE GALVANIZED OR STAINLESS STEEL FASTENERS. OVER FRAME OVER FRAME 9. SITE SHALL BE GRADED AS TO DIRECT WATER AWAY FROM STRUCTURE,AS WELL AS,SITE CONDITIONS ALLOW. STRUCTURAL NOTES: 1. STRUCTURAL AND FINISH MATERIALS TO BE PER SECTION NOTES,AND COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. NAILING AND FASTENERS TO BE PER SCHEDULE. 3. DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND/OR OVERSIZE TUBS,DOUBLE FLOOR JOIST AND TRIMMERS AT ALL STAIR OPENINGS.DOUBLE CEILING JOISTS,ROOF RAFTERS AND TRIMMERS AR SKYLIGHT OPENINGS. �~�, 4. HEADERS TO BE MINIMUM(2)2x6 UP TO 4'OPENING,(2)2x8 UP TO V OPENING UNLESS OTHtKWISE NOTED.DOUBLE JACK STUDS ON ANY OPENINGS OVER 5' nF= New 5. PROVIDE FIRE BLOCKING AS REQUIRED. I J✓rrll(` 1-0 � 6. INTERIOR BEARING WALLS TO BE BRACED WITH 2x4 BLOCKING AT MID POINT. R'�o 7. ALL CORNERS TO BE MIN.(3)2x4. r 8. RAFTER HEAL CUTS SHALL NOT EXCEED 4" 9. WHERE JOISTS OR RAFTERS ARE NOTCHED TO HEADERS SP AS TO REDUCE BEAM DEPTH, APPROPRIATE BRIDLES OR METAL CONNECTORS ARE TO BE USED. 10. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORDER OR NOTCHED IN EXCESS OR THE 'ORoF-Essto LIMITATIONS SPECIFIED IN FIGURE R502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINEERED \ WOOD PRODUCTS ARE NOT PERMITTED UNLESS SUCH EFFECTS ARE SPECIFICALLY CONSIDERED J IN THE DESIGN OF SAME MEMBERS,STUDS DRILLING,AND NOTCHING TO COMPLY WITH R602.6. SCALE: %4" = 1 ' ROOF PLAN REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 11 X% w1i 610 MILLER ROAD x rl 9/27/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 NS SCTM: 1000-113.00-06.00-014.002 M Ll!1m [­_­ ._ _ ALJ A� l 0 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 0 IE ju Ll IL LL RAIL TO DOPE STAIR & RAIL TO GODS Lu N�OA 3 0,25 'OFEssIo SCALE: Y44" = 1 ' REAR (WEST) ELEVATION REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 9/27/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 SCTM: 1000-113.00-06.00-014.002 A�2m2 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 I NEVA Y W i :y ac Z Q 725 AROF ss� \ I V SCALE: %4" = 1 ' SIDE (NORTH) ELEVATION REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET Art %A 610 MILLER ROAD I EK 9/27/2022 PERMIT SET REV. #1 .,.. AD MATTITUCK, NY 11952 _ 10 m I SCTM: 1000-113.00-06.00-014.002 A�203 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 1 - `V4"x14" ML RIDGE I - /4'x14" ML RIDGE 20 @ 16" OL. 2x6 @ 16" OL. ice- 8 ,y+ EXTEND WALL TO BOTTOM OF RAFTERS 2x(o @ 16"" OL. 2 40 @ 16 OL. EXrEw WALL To EXTEND WALL ro z+g PO1TOM OF RAT=TERS BOTTOM OF RAFTERS 00- E � � \� 2k8 XTEND WALL TO L o BOTTOM OF RAFTERS 0 2xl0 @ 16" O.G_ ZxIO @ 16" OL. 2x10 @ 16" OL. \� U' /'C) 49 oL tiX x� @ x10 @ W, OL. \r\ 2 2x10 @ 16" OL. R-49 INSU_ATION 2x8 @ 16" OL. 2x8 @ 16"' OG. R- INS(,LATION R-49 INSI ATION z z -T 15'-0" o foo ° 10 -0 iQ, z _ z w_ ,� O �- o p ,� � x �� X`4 X`� �� z z z - u �� u b Nd r+ ® I� N cv � � � r` Lj FLOOR = V' SHEATHING FLOOR = 5/$' SHEATHING R-R-11) UL INSATION 2x10 @ 16" O.G. q- 4!' SL ," SLAB ON GRADE W/ 4x4-W2.OxW?-V FFAMED DECK R-19 INSt"TION 2x10 @ 16" O.G. FRAMED DECK WELDED WIRE REINFORCEMENT. 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FOOTING V MLOW V PEL GRADE W/ POTTOM OF FOOTING_ PROVIPE #5 HOOK GRADE W/ (2)#5 f5ARS @ POTTOM OF (2)#5 15AR5 @ f5OTTOM INTO WALL @ WALL SPACING. FOOTING. PROVIDE #5 HOOK INTO WALL OF FOOTING. PROVIDE #5 @ WALL SPACING. HOOK INTO WALL @ WALL SPACING. P E OF NEw �0N w SpA p�? SSIONP� SCALE: %4" = 1 ' BUILDING SECTIONS REVISIONS: PROPOSED NEW RESIDENCE Am 6/27/2022 PERMIT SET 610 MILLER ROAD 9/27/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 e SCTM: 1000-113.00-06.00-014.002 A301 COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022 aFf WINO r- - - -� GONGRETEP -----------'---- ------------------- 1 I (GOMPAGTED FILL) I I r— — t --- � PL. SLAB ON GRADE � I------------------ ---------------- I I I 1 1 ON COMPAGTM FILL. (3)I-LVL11 7/$ 113-oI I �- -) I o L —I I 113-01 (3)I-LVL11 7/$ AZ IG'" OL. I I 2x12 I FL (2)I-1/4x11-�/$ 5A I I I I O4 I N L------ ------ N% " V'xV'x1V GONG. 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O (*X55 x - (2YLx8 O .(2nxg x - (3YLxI2 (3rLxrl N2. ° 2 x = (3nxi2 p I f cn8 ; Pf5L GEILINC-7 JOISTS x D13L GEILIN6 JOISTS P13L GEILINO JOISTS O p � x PM GEILINC6 JOISTS � N � PMcE1u JOISTS PPL GEILIN& JOISTS (*X5— x P15L 6EILIN6 JOISTS PPL GEILIN6 JOISTS cx PSL CEILING JOISTS = Dl3L GEILIN6 JOISTS PPL GEILINO JOISTS = DSL 6EILIN0 JOISTS i (3nx10 (3)zxI03 ( )lxl0 M- GEILM-7 JOISTS N x8 sW-I (Zn x8 sW-I23 p I f sW-I sW-I Id xId POST Id xld POST 0�- NEW r sie W �. W NCO 2c SCALE: %4" = 1 ' ATTIC FRAMING REVISIONS: PROPOSED NEW RESIDENCE 6/27/2022 PERMIT SET 610 MILLER ROAD 9/27/2022 PERMIT SET REV. #1 MATTITUCK, NY 11952 NS SCTM: 1000-113.00-06.00-014.002 S � 1 ■ COUNTY OF SUFFOLK TOWN OF SOUTHOLD MATTITUCK, NY 11952 DATE: 2/21/2022