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HomeMy WebLinkAbout47409-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47409 Date: 212!2022 Permission is hereby granted to: Shillo , Thomas PO BOX 161 Fishers Island, NY 06390 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval. At premises located at: Madeline Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 6.-8-4 Pursuant to application dated 12/23/2021 and approved by the Building Inspector. To expire on 8/4/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,166.80 CO-NEW DWELLING $50.00 Total: $2,216.80 Building inspector 00j _ TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httns:,/www.southoldtotivnny.c�ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector. 01' Applicationsand forms must be filled out in their entirety.Incomplete 1H Lu applications will not be accepted. Where the Applicant is not the owner,an E Owner's Authorization form(Page 2)shall be completed. Date:12/15/21 OWNER(S)OF PROPERTY: Name:Tom Shillo SCTM# 1000-Section 006, Block 8, Lot 4 Project Address:4 Madeline Ave Phone#:860 213-1422 Email:zandscontracting@gmail.com Mailing Address:Box 161, Fishers Island, NY 06390 CONTACT PERSON: Name:Jacob Albert, ART Architects Mailing Address:262 Washington St, Boston MA 02108 Phone#:617 451 5740 Email:jalbert@artarchitects.com DESIGN PROFESSIONAL'INFORMATION: Name:Jacob Albert, ART Architects Mailing Address:262 Washington St, Boston MA 02108 Phone#:617 451 5740 Email:jalbert@artarchitects.com CONTRACTOR INFORMATION: Name:None selected Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $$1,600,000 Will the lot be re-graded? *Yes El No Will excess fill be removed from premises? ❑Yes MNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Empty lot � New mouse Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes *No IF YES, PROVIDE A COPY. 19 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 taws,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 230.45 of the New York State Penal law, Application Submitted By(print name):Jacob Albert BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE-Of COUNTY OF3 = £ - being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the -V (Contractr,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this a r day of 201 j Notary Public LISAR-� s PROPERTY OWNER AUTHORIZATION C,"Irrlonw� of(Where the applicant is not the owner) : { -JdAunry , , 3- I, APM416 Sk//o residing at S7* �� 'iitljiJ 4,111 f ART Architects do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owneri�ignature Date mom J. Ili Print Owner's Name 2 ComplianceGenerated by REScheck-Web Software fZ Project Pollart Energy Code: 2018 IECC - Location: Southold, New York Construction Type: Single-family ProjectType: New Construction je Orientation: Bldg. faces 0 deg. from North _ 413 Conditioned Floor Area: 2,815 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4 Madeleine Ave Jacob Albert None Selected Fishers Island, NY 06360 ART Architects 262 Washington St Boston, MA 02108 6174515740 jalbert@artarchltects.com Compliance: 3.0%Better Than Code Maximum UA: 471 Your UA: 457 Maximum SHGC: 0.40 Your SHGC: 0.31 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. S ao o- -_`rad tra-eo s_- _ona co-s'de-ed`. _l-e UA 0= De—ormance comp ance_3=ath �ccha.ck, Each s ab o ' c-ade assembly in the Sped ed climate zone must meet the ° nim_ir energyy Mode insu at ion -vim l d Ea ASSQril b I i eS Roof: Cathedral Ceiling 1,944 49.0 0.0 0.022 0.026 43 51 Wall: Wood Frame, 16" o.c. Orientation: Unspecified 2,840 19.0 0.0 0.060 0.060 128 128 Doors-Entry and Mudroom: Solid Door(under 50% glazing) 40 0.440 0.320 18 13 Orientation: Unspecified Door: Glass Door(over 50%glazing) SHGC: 0.31 93 0.310 0.320 29 30 Orientation: Unspecified Window 2:Wood Frame SHGC: 0.31 568 0.310 0.320 176 182 Orientation: Unspecified Floor:All-Wood joist/Truss 1,425 21.0 0.0 0.044 0.047 63 67 Project Title: Pollart Report date: 12/13/21 Data filename: Page 1 of 10 Compllance Statement: The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob Alberts 12/13/21 Name-Title gnaure Date Project Notes: A contractor has not yet been selected for the project. Project Title: Pollart Report date: 12/13/21 Data filename: Page 2 of 10 REScheck Software Version -, RESchecb �����0~�������=���� �������~��@~a��° �mw�w������0�0n�'m � q�*������������M� Energy Code: 2018 IECC Requirements: 0.0% 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 acade requirementwill bemet and how that isdocumented, mrthat anexception isbeingde}rned. VVhereconnp||ance|s /temn|oedinasepanatetab|e. aneherencetothattab|e is provided. Section # Pre I Plans Verified Field Verified -inspection/Plan Review Complies? Comments/Assumptions &Req.lD Value Value 103.1, Construction drawings and 1103.2 documentation demonstrate "I]Does Not J[PR111 energy code compliance for the building envelope.Thermal E]Not Observable envelope represented on E]Not Applicable construction documents. :Construction drawings and ElComplies 1103.2, 'documentation demonstrate '[]Does Not 1403.7 energy code compliance for '[PR3]1 "lighting and mechanical systems. E]Not Observable Systems serving multiple E]Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. Heating and cooling equipment Is Heating: 561 Heating- Ocomplies 140�7 sized per ACCA Manual S based Btu/hr Btu/hr— DDoes Not LOR,2p on loads calculated per ACCA I Manual J or other methods Cooling: Cooling: �[:]Not Observable Btu/hr Btu/hr approved by the code official. — :E]Not Applicable AdditimnsUCommmmen%y/Assumuptions: 1 High Impact(Tier 1) i 2 1 Medium Impact(Tier 2) 3 'Low impact(Tier 3) Project Title: Pn||art Report date: 12/13/21 Data filename: Page 3nflO Section ; Foundation InspectionComplies? CarnnnentshAssumptions �303Z1 A protective covering Is Installed to LO omplles 11.f protect exposed exterior Insulation Oboes Not and extends a minimum of 6 In.below grade. E]Ncit Observable LiNot Applicable -403 , Snow-and Ice-melting system controls OComplies — - - �1= Installed. -Does Not E]Not Observable ONot Applicable Additional Comments/Assumptions: 1 Nigh Impact(Tier! 2 ; tedium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 4 of 10 Sinn dans Verified I Field Verified Framing/Rough-In Inspection,Req.IRI Value Value Complies? Comments/Assumptions )402.1.1, Door U-factor U- U- ❑Cornples See the Envelope Assemblies I402.3.4 ❑Does Not table for values. ,[FR1]1 I ❑Not Observable _ ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- =O''Complies see the EnvelopeAssemblies 1402.3.1, average). ❑Dues Not table for values. 402.3.3, 1402.5 ❑Not Observable [FR2]1 ❑Not Applicable 1303.1.3 ;U-actors of fenestration products m ❑Compiles [FR4]1 !are determined in accordance ❑Does Not !with the NFRC test procedure or ❑Not Observable ' taken from the default table. ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑ Instructions. Does Not ❑Not Observable ❑Not Applicable 1402.4.3 Fenestration that is not site built ❑Complies £[FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 1 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. '402 s5 IC-rated recessed lighting fixtures ioCornplies t k ! 'sealed at housing/Interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 1 !403.3.1 ;Supply and return ducts In attics1orplies [FR12]1 insulated >= R-8 where duct Is ,❑Does Not 1 >=3 inches in diameter and >= 00 R-6 where< 3 Inches. Supply and ❑foot Observable return ducts In other portions of ❑lot Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 'for< 3 inches In diameter. 1403.3.2 Ducts,air handlers and filter ❑Cornplies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑foot Observable International Residential Code, as ❑Not Applicable applicable. .403.3-5 Building cavities are not used as i_Cornplles [ RISS ducts or plenums. ❑Does Not I ❑Not Observable ❑Not Applicable -- - - — 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 5 of 10 I Section Plans Verified `e!d Verified F :ng/Rough _n EnsDe3on' Value Vale Complies? Comments/Assumptions Req.1 _ 403 3 Ducts declared to be within the ❑Corrsplles ] conditioned space are either 1) ❑Does Not completely within the continuous :;trot Observable air barrier and within the building thermal envelope,21 buried Applicable within ceiling Insulation in accordance with Section R403.3.6 and the air handler is located completely within the i continuous air barrier and within I the building thermal envelope and the duct leakage is<= 1.5 j cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value Installed against and above the insulated duct>=to the proposed ceiling Insulation R-value, less the R- value of the Insulation on the i 43 HVAC piping conveying fluids R- R- Compiles $U; , above 105°F or chilled fluids E]Does Not below 55°F are Insulated to>_R- : 3. ❑Not Observable ❑Not Applicable ) ;403.4.1 Protection of insulation on HVAC ❑Comoles j(FR24]1 piping. ❑Does Not ❑Not Observable _ '❑Not Applicable 140",3 Hot water pipes are insulated to R- R- ❑Complies FR1,81" aR-3. ❑Does Not ❑Not Observable ❑Not Applicable m�ti _ ����__ _ ------- �r0_3 r0_3 Automatic or gravity dampers are ❑Complies installed on all outdoor air ❑Does Not intakes and exhausts. l ;❑Neat Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impa t('i€er 11 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 6 of 10 SeEon 1Plans Verified F' Ve Eied Insulation Inspection Value Value complies? Com ents# ssu t-molls j eq.1 !303.1 All Installed insulation is labeled ❑complies JN 3P or the Installed R-values ❑Does Not provided. ;❑Not Observable i❑Not Applicable 44062-1.�1, Floor Insulation R-value. R- `R- ❑Complies See the Envelope Assemblies 1402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. I[IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 1 303.2, Floor insulation Installed per ❑Complies ] 1402.2.8 manufacturer's instructions and [IN2]1 in substantial contact with the ' Does Not 1 underside of the subfloor,or floor ❑Not Observable 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- ❑Complies 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 [IN3]1 exterior,the exterior insulation E] Mass ❑Not Observable requirement applies(FR10). E] Steel E] Steel ❑Not Applicable I i 1303.2 Wall insulation is installed per ❑Complies €[IN4]1 manufacturer's instructions. -❑Does Not :❑Not Observable °❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 'Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 7 of 10 Section - Plans Verified Field Verli ed Final Inspection Provisions Value Value Complies? Cons eats/Assumptions es110 ;402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 1402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 1402.2.2, 402.2.6 Steel Steel Observable 1[FI1]1 ❑Not Applicable 303.1.1.1, Celling insulation installed per ❑Complies I303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft'. ❑Not Observable a. ❑Not Applicable 14022.3 Vented attics with air permeable ❑Complles 012-211 Insulation include baffle adjacent "=❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complles [FI3]1 Insulation aR-value of the ❑Does Not adjacent assembly. []Not Observable ❑Not Applicable 1402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complles �[FI17]1 lath in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable [403.3.3 Ducts are pressure tested to cfm/100 cfm/100 '-Complles EFI27]1 determine air leakage with ft2 ft2 ❑Does Not ' either: Rough-in test:Total 1 leakage measured with a ❑;Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system Including the manufacturer's air handler enclosure If Installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air } handler enclosure. _403 3 4—;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complles [FI4]1 'cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing inspection. 1403.3.2.1 :Air handler leakage designated ❑Complies [1124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable [ E ❑Not Applicable 1403=1-1 Programmable thermostats ❑Complies — FIF1912 installed for control of primary ❑Does Not beating and cooling systems and Initially set by manufacturer to ❑Not Observable code specifications= ❑Not Applicable — - —....... -__ ....4011,2 Heat pump thermostat installed ❑Complles 0 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable i '403.5_1 Circulating service hot water ❑Complies 'U11112 systems have autocratic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 ,nigh Impact(Tier 1) 2 -Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 8 of 10 Section 1 Plans Verified Field Verified # I Final Inspection Provisions Value Value Complies? Comments/Assumptions I j& Req.IDi 403.6.1 All mechanical ventilation system ,❑Complies [FF12512 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 1403.2 Hot water boilers supplying heat ❑Complies �[FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback Not Observable control to lower boiler water ❑ I temperature based on outdoor ❑Not Applicable temperature. = �`403.5.1.1 Heated water circulation systems ❑Complies [F128]2 'have a circulation pump.The "E'Does 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. 1403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not t 515. Controls automatically adjust the energy input to the _❑Not Observable heat tracing to maintain the °❑Not Applicable [ desired water temperature in the piping, ���systems Demand recirculation water ❑Complies have controls that ❑Does Not manage operation of the pump i sand limit the temperature of the <❑Not Observable water entering the cold water ❑Not Applicable piping to <= 10401F. 403.5.4 Drain water heat recovery units ❑Complies [FI3112 tested in accordance with CSA ==❑Does Not B55.1. Potable water-side Not Observable pressure loss of drain water heat ❑ i recovery units < 3 psi for ❑Not Applicable 1 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 showers. ................. -- - _ _----------- 90%or more of permanent ❑Complies i s[F16]1 fixtures have high efficacy lamps. '❑Does Not ❑Not Observable ❑Not Applicable '404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1401.3 Compliance certificate posted, ❑Complies ;[FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier ) 2 _Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 9 of 10 Section Plante Verified Field Verne Final inspection Provisions iie mns ssmpn _.. ` v =€:e Value - �30343 Manufacturer manuals for ❑Complies 118- mechanlcal and water heating ❑Does Not systems have been provided. ❑Nest Obsentable I riot Applicable Additional Comments/Assumptions: - —� 1 High Impact(Tier 1) 1 2 Medium impact(Tier 2) Low impact(Tier ) Project Title: Pollart Report date: 12/13/21 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 Heating System• Cooling System: Water Heater: Name: Date: Comments 00 N TABLE OF CONTENTS U 04 1 OUSINW 0 N 0 O � LLI 0 U N U) = aULu o ry cr- w SHEET# SHEET TITLE a a Q 7b N � A0.0 COVER • • A1.0 SITE/SURVEY PLAN,BY CHA CONSULTANTS • 0PERM T * 12 21 A2.0 BASEMENT PLAN • • oA2.1 FIRST FLOOR PLAN • • -j r- A2.2 SECOND FLOOR PLAN • • T-4 A2.3 ROOF PLAN • SED : A3.0 NORTH&EAST ELEVATIONSPERM T REV • r%vool, �' A3,1 SOUTH&WEST ELEVATIONS • • A4.0 BUILDING SECTIONS • • N A4.1 BUILDING SECTIONS • N A5,0 WINDOW&DOOR SCHEDULE • • E2.0 BASEMENT ELECTRICAL PLAN • \ E2.1 FIRST FLOOR ELECTRICAL PLAN • E2.2 SECOND FLOOR ELECTRICAL PLAN • \ S1,0 STRUCTURAL • S2.0 STRUCTURAL • \ S2,1 STRUCTURAL • S22 STRUCTURAL • S2,3 STRUCTURAL • S2,4 STRUCTURAL • \ S3.0 STRUCTURAL • h� / II I 1 1 I i Cly i H W P- , Zzi I k A UtJUMLL Ll z _ — A W cn W A VIEW FROM NORTHEAST CN N L1I � 0 �.,�en•er®xp *4a 4 Cy •• 0 A•i+�Cf PprjOr Y .s � 1 • G� w g4O�xf G I!{f •+oxxut..� SILT FENCE Drawing Copyright 02015 STRAW BALE BINDER PLASTIC LINING NYRE �21"-►{ NATIVE MATERIAL I 94" 2X2 WIRE MESH � WOVEN WIRE FENCE (MIN. 14 (OPTIONAL) - 1 1/2» GAUGE W/ MAX. 6 MESH �=1 - SPACING) •--; 4 SECTION B--B -7 � � 0 � M � � 10' MA WE S T r 33 Wilbur Cross Way,Mansfield,CT 06268 WOOD OR NOT TO SCALE CENTER�., X. CE 101 East River Drive, 1 st Floor METAL STAKES � TO 36" MIN. LENGTH East Hartford,CT 06108 (2 PER BALE) 0 0 0 0 0 0 0 e / \1_ .r m II CENTER SITE H A R B 0 I www.chacompanies.com POSTS 860-885-1055 www.chacom anies.com DRIVEN MIN. 16' 0 � 0 � 0 0 � 0 fn INTO GROUND o "' 10' MIN. N-)� 4'-8" x 8'-6" LEACHING GALLEY 2" VARIES (� PNOT TO SCALE STANDARD D-BOX II HEIGHT J NOT TO MALE \\\\/\\/\/\ I OF FILTER N16" MIN. 'ro p 6" MIN. - PLASTIC STRAW BALE LINING PLAN (TYP) 80 PERSPECTIVE VIEW NOT TO :SCALE �O SITE DEVELOPMENT PLAN INOUT PIT WEST A� t� y WOVEN WIRE FENCE (MIN. 14 II PREPARED FOR: NOTES: � 1/2 GAUGE W/ MAX. 6" MESH 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL Oyy���` SPACING) WITH FILTER CLOTH z HARBOR JOHN POLLART CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING M & PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, y0��G�Q 9�A�,p 36" MIN. FENCE POST o 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). O Iy.A` tib, /tii I UNDISTURBED `"I CLAIRE POLLART 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM EXISTING FLOW, GROUND PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES RESIDENCE ' `C''o�'�o c ��F �/ MADELINE AVENUE 75% OF ITS CAPACITY. ' $e��,G �` (i�, 0,".'�/T \�\ MUNICIPAL WATER O S z FISHERS ISLAND 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT SNI% F�� 0,, COMPACTED SOIL \\ » I LOCATION MAP SCALE 1 =400 NEW YORK OF WASH WATER. EXISTING ON SITE SEPTIC C tii0 STi, /`,Q EMBED FILTER CLOTH \\�\�\�\i � w RESIDENCE C, FS A MIN. OF 6" IN GROUND \\�\\�\\/ cO MUNICIPAL WATER °'I' ��ti� TEST HOLE DATA SCi 'I' ATF` "4- BY. R. STROUSE P.E.,L.S. 04-03-2007 ON SITE SEPTIC c�F o. T 0"- 4" TOPSOIL 1 ��3 j�%�ti0s SECTION VIEW 4"-36" SAND- SP PROVIDE WATER SERVICE O% F) 36"-100" COARSE SAND- SP CONSTRUCTION SPECIFICATIONS WATER O 5.6' COORDINATE WITH Fl WATER ELEVATION ® 5.9' EXISTING WATER WORKS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH RESIDENCE �- �--�_ WIRE IOR HAIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE Unified Soils Classification (USC) System (from ASTM D-2487) MUNICIPAL WATER ,moo° --�� Major Division: Coarse-Grained Soils, Clean Sands ON SITE SEPTIC MON. PROVIDE CONSTRUCTION 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH Group Symbol: SP, Poorly Graded Sands and Gravels, Little or No Fines (FOUND) PROVIDE CONCRETE ENTRANCE TIES SPACED EVERY 24„ AT TOP AND MID SECTION, FENCE SHALL BE NRCS, USDA Soil Classification: GP, Gravel Pits TRUCK WASH-OUTIN "i WOVEN WIRE, 6 MAXIMUM MESH OPENING. PIT w EDGE W OF w 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY NOTES �- SER MP�N I PA W SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH / G 6» W� > \ � LA N I ENT `�_ SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED EX�SS�N W 6, \ \ I EQUIVALENT. HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO EN U E I I ENTRBETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE \ 45 ASE CAL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED ENGAGEMENT. pp ELI N E \ ``y� -_ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, / o 73,26 I, POLE 200,.* ---"--� REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO i-\ 5 54,15. IE_ 3 II #156 HARBOR EST -�� ALTER AN ITEM IN ANY WAY. PROVIDE BOULDER �- / �� PROVIDE 3'± HIGH 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S RETAINING WALL- - / 1•� BOULDER RETAINING SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF HEIGHT VARIES V-3' v / ,�'S WALL 3' FROM PROPERTY THE LAND SURVEYOR. '#155 / I I LINE- TOP OF WALL EL 12.5± ,..s g'r;* p`� IT Is A MOLATON OF law FON ANY PERSOK UNLESS THEY An I W ".• ;"y ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL / �•� / TEST4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND I I STAGING 10'-8" to ,. "PROS" SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEN BEARING THE N 4327.47 / ( HOLE I AREA SURVEY TRIANGULATION STATION PROS STAMP OF A LICENSED PROFESSIONAL IS ALTERED.THE ALTERING ^ I KNOCKOUT INLET AND t ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND FINISHED W 383.80 / I I "1 a NOTATION'N.�a FOLLOWED THEIR THE / j� IQn OUTLET OPENINGS _' 11 ,H 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION GRADE / / / ' q I ; �0 o� C' MIRAFI 140 N / � ` I PROVIDE 3 WIDE SECTION 006, BLOCK 8, LOT 4. OF THE ALTERATION. /'` �, _ __ ___ - _ LJ STONE TRENCH FOR +", Gc+ ` r 6.) TOTAL AREA = 12,843± S.F. D J FILTER FABRIC RIBS INSIDE PROVIDE 2 / I STORM WATER , �H4n� ' DRY WELLS ; (SEE DETAIL) o FOR RO SEE RUN-OFF // ,� / �/ // S RE N D� 10' _ I I N/F � "'�' 7.) SITE IS LOCATED IN R-40 ZONE. - 3/4' STONE TO ( ) \ PORCH ' 0 KENNETH AHMAN EXISTING 1 �' o N + 8.) PERCENT LOT COVERAGE PROPOSED 16.570 FINISHEEDTGRADE N/F ��� m� I Q SINGLE FAMILY RESIDENCE RESIDENCE `� N / o AUDREY N. .� N MUNICIPAL WATER 9.) BASE FOR ELEVATIONS- NAVD88. �-- ON SITE SEPTIC YO o LUDEMANN SINGLE FAMILY PROPOSED-2 STORY- N '''�� `� - RATTHE E MAP SITE LOCATED IN FLOOD ZONE "X", PER FEMA FLOOD INSURANCE � ]] _ RESIDENCE /� I 1 4 BEDROOM R€SIDENCE I m NUMBER 36103C0019H, COMMUNITY NUMBER 360813, PANNEL 19, I I I MAP SUFFIX:H, REVISED SEPTEMBER 25, 2009. MUNICIPAL WATER / h W/UNFlMISH_Ep PASEMENT w ON SITE SEPTIC �/ ^ / FF 16.0 I z CAST w CONCRETE COVERS 11.) APPLICANT.-JOHN POLLART 36' / ' I L` 105 HULBURT ROAD ` PLAN GREAT BARRINGT0N 12 / ,� ✓ -.\ I I � � MA 01230 /� 1` TRENCH DRAIN CROSS SEC110N / / o f 1 Ir / / \` ` Jfw f ��> COVER LOCKING CASTING 12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE NTS STOCKPILE / l�/�/l Jl r ' LL TIFC DROP GRADE ' ' TO GRADE DISPOSAL SYSTEM. AREA IS USED TFINISHED GRADE 13.) THERE ARE NO WELLS WITHIN 150 FT. OF THE PROPOSED DEVELOPMENT. / �5' (� � 1g I' o CHIMNEY ? '� / 0 WIRE MESH < mNi mn. 4„ INLET 4" VENT 4'4" VENT�� OUTLET LIMITS OF2 / ✓ 12 � - LIQUID LEVEL- DISTURBANCE >>, / PROVIDE SILT FENCE in CONTINUOUS HOT 4" OUTLET 1 12,500± SQ. FT. - - ,�� PROVIDE 1500 GAL /W I MAINTAIN DURING I - BAFFLE / 0 - 01 M SEPTIC TANK �! CONSTRUCTION ASPHALT SEAL 1/8 1. �H PROVIDE 6-LEACHING i , f---I so' GAS 4 GALLEYS (SEE DETAIL) L L- I ,. t DEFLECTOR H USE UNITS MANUFACTURED p -. L I s No. Submittal I Revision App'd By Date BY DIAMOND � -.--- J .12• I.PIPE SHED _ .. .,..•... ., .... ��,•. . PRECAST PRODUCTS / - (FOUND) 1 GALLEY ' RHS 07/06/2021 / 3CROSS SECTION 3 MANUFACTURER �- - -- -- - - 114.71 S 66'39'40" W 50% EXPANSION �-- '� 2 HOUSE LOCATION RHS 1210812021 AREA PROVIDE o DISTRIBU BOON 1500 GALLON w 2 COMPARTMENT N/F 0 TOWN OF SOUTHOLD SEPTIC TANK (VACANT LAND) NOT TO SCALE 0 0 0 Ld> PROPOSED ROOF LEADER RESIDENCE N o DRAINAGE CALCULATIONS / SOP zROOF AREA = 1820 SF 4' PVC WYE LEGEND o s ' oVERFIow REQUIRED = 1820 SF SFX 2/12 = 304 CF SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE PROPERTY LINE PROPOSED 4 BEDROOM 4' PVC CUT PROVIDE CLEAN-OUT IN BASEMENT ABUTTERS LINE -- 0 .��"' �� TO LENGTH MIN. 6' SOIL COVER PROVIDE 4" C.I. PIPE TO A POINT 2' OUTSIDE FOUNDATION WALL. OVER DRYWELL DRY WELLS EDGE OF PAVEMENT RESIDENCE i q`r�QG� BLOCKS AND CATCH PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 13.0 0 %�'' F BASIN GRATE TO GRADE 304 CF /28.27 CF/VF = 10.7 VF EDGE OF GRAVEL ------------------- _0 �� ) USE TWO(2) - 6 X 6 - DEEP DRY WELLS. PROVIDE DISTRIBUTION BOX-INLET ELEVATION-12.5 EXISTING CONTOUR o ?Sr �<`b FILTER FABRIC (NEENAH R-2525-F OR EQUAL PROVIDE 2 ROWS OF LEACHING GALLEYS- BOTTOM OF UNITS- ELEVATIONS= 10.0 -- - o ��'LF` I��� LEACHING AREA REQUIRED-300 SQ. FT.- PROVIDED-318 SQ. FT. FENCE -�5�-�5� o I� NEW DRIVEWAY AREA = 1600 SF o FI �4p 90' BEND ° o o m o O REQUIRED = 1600 SF X 1.0 X 2/12 = 267 CF OVERHEAD WIRES °�W Designed By: Drawn By: Checked By: / ATE NOW OR FORMERLY N F Ln R F I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ° m o 0 00 - 267 CF / 9.0 CF/LF =30 LF / RHS ZBC CB/RHS 4' SDR 35 PVC ° UTILITY POLE -�- a SLOPE AS REQUIRED 0 0 0 o PROVIDE 30 FEET OF STONE FILLED TRENCH r �C AND CONSTRUCTION OF SUBSURFACE SEWAGE % BOUNDARY POINT O Issue Date: Project No: Scale: Q DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE ® ° ° ° m ° MONUMENT 05-25-2021 070011 1"=20' CONS RUCTION ENTRANCE AND WILL ABIDE BY THE CONDITIONS SET FORTH SCREENED GRAVEL 11" STONE OR 0 0 o m ° OIL CLASSIFICATi BUILDING SETBACK LINE T' 6' t I. Drawing No.: 0 STORMWATER DRYWELL DETAIL B' GP- GRAVEL PITS j NOT TO SCALE APPLICANT 20 10 0 20 SHEET 1 OF 1 a; GRAPHIC SCALE IN FEET LZ SILT FENCE ftwingCG>AN02015 STRAW BALE BINDER PLASTIC LINING WIRE 21"-► NATIVE MATERIAL -94" 2x2 5/8 RE16iAE4, WOVEN WIRE FENCE (MIN, 14 _ (OPTIONAL) J_-i 1 1/2" \ SPACING)GAUGE W/ MAX. 6" MESH I r 33 Wilbur Cross Way,Mansfield,C � WE fle T 06268 SECTION B-B I I � � 0 0 0 t0' WOOD OR NOT TO SCALE i `„ MAX, CENT ER 101 East River Drive,1st Floor \ �_ ER TO CENT 36" MIN. LENGTH SITE, East Hartford,CT 06108 METAL STAKES - O O I - a ,� I ` ----� FENCE POSTS . H A R B 0 860-885-10551 www.chacompanies.com (2 PER BALE) 0 0 i : I `'� DRIVEN MIN, 16' 0 0 F3 0 CM C-1 INTO GROUND z ISI '10' MIN. 'I B B -6" LEACHING GALLEY 2" rl 4'--8" x 8' . z VARIES NOT TO SCALE STANDARD D-BOX OFI GHT FILTER C/) 1`? NOT TO SCALE I - - 16" MIN. :f '/: p 6 MIN, PLASTIC STRAW BALE LINING PLAI! (TYP) PERSPECTIVE VIEW NOT TO SCALE IN, `A�c C� SITE DEVELOPMENT PLAN ��M ���� PIT WOVEN WIRE FENCE (MIN. 14 III WEST E J PREPARED FOR: 1/2 GAUGE W/ MAX. 6~ MESH HARBOR NOTES: 1. DIMENSIONS SHOWN ARE FOR 'TYPICAL RESIDENTIAL �Q SPACING) WITH FILTER CLOTH ? CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING q� S9 JOHN POLLART ryes -9,oA " MI FENCE POST � PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, Gj -9� ,A 36 N. E CE S o 50 GALLONS/PUMP, PLUS MIN. t' FREEBOARD). t>�O ti ` O+,C +j I UNDISTURBED N CLAIRE POLLART 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM EXISTING d+�o� �q, F CgTc� FLOW--- I) GROUND PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES RESIDENCE ` o � �/ MADELINE AVENUE 75% OF ITS CAPACITY. d+ �` GS o,��/� FISHERS ISLAND 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT MUNICIPAL WATER v +/ ox. COMPACTED SOIL NEW YORK OF WASH WATER. EXISTING ON SITE SEPTIC !�G' �� T ''yosT EMBED FILTER CLOTH W LOCATION MAP SCALE 1 "=400' RESIDENCE C / S,S,� A MIN. OF 6" IN GROUND TEST HOLE DATA MUNICIPAL WATER ` S��TtigsF� 4" ON SITE SEPTIC BY: R. STROUSE P.E.,L.S. 04-03-2007 G'BiDti��9 SECTION VIEW 0"- 4" TOPSOIL I,� ti� 4"-36" SAND- SP i0��F�S CONSTRUCTION SPECIFICATIONS 36"-100" COARSE SAND- SP PROVIDE WATER SERVICE WATER 0 5.6' COORDINATE WITH FI WATER ELEVATION 0 5.9' EXISTING WATER WORKS t. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE Unified Soils Classification USC System from ASTM D-2487 RESIDENCE l--- OR HARDWOOD. (USC) ) Major Division: Coarse-Grained Soils, Clean Sands MUNICIPAL WATER �� '"~-- `' .. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH Group Symbol: SP, Poorly Graded Sands and Gravels, Little or No Fines ON SITE SEPTIC MON. ,,..._ PROVIDE CONSTRUCTION ` NRCS, USDA Soil Classification: GP, Gravel Pits (FOUND) PROVIDE CONCRETE ENTRANCE TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE TRUCK WASH-OUT "- WOVEN WIRE, 6" MAXIMUM MESH OPENING. PIT EDGE 0 W 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY NOTES i' „ PA ur SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH 6 R w ENT _ SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED ' \ \ I ,� EQUIVALENT. HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO VENUE \ ` 145' rcfi4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE . (JERAC EQUIVALENT, ENGAGEMENT. \ LINE: \ \ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, i \ ACEI" - t 26 f - POLE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO CP 1 T 3. . �� F-- 156 20p f TO WEST REMOVED WHEN BULGES" DEVELOP IN THE SILT FENCE. ALTER AN ITEM IN ANY WAY. " �^ 80.5415 I E' 3 1 a # HARBOR �. `_ k N A' PROVIDE BOULDER r _ � / \� __ PROVIDE 3'+ HIGH "`" 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S RETAINING WALL- / / T 1 BOULDER RETAINING SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF .. - HEIGHT VARIES V-3' / "� -'1I WALL 3' FROM PROPERTY THE LAND SURVEYOR. �#155 / '� `- I I LINE- TOP OF WALL EL 12.5+ IT IS A VIOLATION DF LAW FOR ANY PERSON,uNLm TIREY ARE TEST )) 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ACENQINEER,AMMICT,LAM)SCAPE ARCHITECT PROFESSIONALTING UNDER THE DMC7M OF A LICENSED HOLE (i i STAGING 10'-8" SURVEY TRIANGULATION STATION "PROS" ST 07 ALu� MY NAI,IS ALTEERRED,�ALTERM / N 4327.47 / I ( �I j AREA ENGINEER,AROITECT,LANDSCAPE AROMA OR LAND KNOCKOUT INLET AND SURVEYOR SHALL STAID THE DOMINENT AMS INMUDE THE FINISHED /' W 383.80 \/ i / ''j-t' 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, NOTATION'ALTERED BY FOLLDMED BY I"MNATURF,'IHE GRADE // / -� I I I OUTLET OPENINGS DATE OF SUCH ALTERATION,AND A SPEOM DESCR�PTON SECTION 006, BLOCK 8, LOT 4. OF TINE ALTERATION. PROVIDE 3' WIDE M6. TOTAL AREA = 12 8431 S.F. IRAFI 140 N / / �j / _ _LJ STONE TRENCH FOR R'BS INSIDE PROVIDE 2 } FILTER FABRIC / �� 5 STORM WATER +"•� (SEE DETAIL) DRY WELLS / 7.) SITE IS LOCATED IN R-40 ZONE. � N F FOR ROOF RUN-OFF ! - 3/4" STONE TO 00 (SEE DETAIL) ,y� / PORCH / cn KENNETH AHMAN EXISTING 8.) PERCENT LOT COVERAGE PROPOSED-16.5% EXTEND TO FINISHED GRADE N/F 16.2 \ J ' SINGLE FAMILY RESIDENCE RESIDENCE 9.} BASE FOR ELEVATIONS- NAVD88. Uy 7 AUDREY N. �,c� ' NA MUNICIPAL WATER ON SITE SEPTIC LUDEMANN / 1� PROPOSED ,2.STORY- �... J { 10.) THE SITE IS LOCATED IN FLOOD ZONE "X", PER FEMA FLOOD INSURANCE SINGLE FAMILY / 4 BE ENS, RATE MAP NUMBER 3610300019H, COMMUNITY NUMBER 360813, PANNEL 19, m x . RESIDENCE / 1 Wft�NFt ®': .: . ;: I MAP SUFFIX:H, REVISED SEPTEMBER 25, 2009. MUNICIPAL WATER / ^ / ���// FF.' I+ .O CAST -� ON SITE SEPTIC /� /g �/ / / j \ ' , CONCRETE COVERS 11.) APPLICANT:JOHN POLLART 105 HULBURT ROAD TYP36" -' / PLAN GREAT BARRINGTON, MA 01230 TRENCH DRAIN CROS.; SECTION / O '+ _ �� v COVER LOCKING CASTING 12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE NTS / / \yam, } )1 /> N IF GRADE TO GRADE DISPOSAL SYSTEM. STOCKPILE / / 1 DROPT AREA/ 10 ` �, ? I Q IS USE FINISHED CH CHIMNEY GRADE 13.) THERE ARE NO WELLS WITHIN 150 FT. OF THE PROPOSED DEVELOPMENT. "A,) &K1g / 3 N X 20" WIRE MESH " a 20 4 � „ J 1� l Cr} 1 1 min. min. � / / 15.8 tIIIII.m INLET aVENT 4* vEN � OUTLET SUFFOLK COUNTY DEPARTME �IIOFHEALTH SERVICES LIMITS OF LIQUID LEVEL DISTURBANCE t PROVIDE SILT FENCE 4 OUTLET 12,5 + SQ. FT. 11� a PROVIDE 1500 GALS,,/ \ MAINTAIN DURING ii CONTINUOUS HOT BAFFLE PERMIT FOR APPROV�►L OF CONSTRUCTIONFORA r SEPTIC TANK CONSTRUCTION r` ASPHALT SEAL LINED WITH / --O 0 CWn P It --(- 1/8" PVC PROVIDE SEE 6-LEACHING I r , r , r-1 I 8„ 60' GAS I N G L E AM I LY RESIDENCE OW LY 1 DEFLECTOR ( ) ` L--- No. Submittal i Revision -J L e AWd By Date USE UNITS MANUFACTURED I.PIPE SHED BY DIAMOND X12 PRECAST PRODUCTS I j - (FOUND) 3" 3" MANUFACTURER 1 RHS 07/06/2021 - - CROSS SECTION - 114.71' - r S 86'39'40" W \ 50% EXPANSION -PROVIDE r AREA eI DISTRIBUTION 1500 GALLON D ST E 8/4/2021 1 . 1 , E F. No. R-21 -1520 BOXN/F 2 COMPARTMENT APPROVED TOWN OF SOUTHOLD SEPTIC TANK � (VACANT LAND) NOT TO SCALE FOR ['t4AXIMUM OF 4 BEDROOMS / PROPOSED > ROOF LEADER EXPIRES THREE YEARS FROI DATE OF APPROVAL LJ RESIDENCE DRAINAGE CALCULATIONS ) QOQa Z 4" PVC WYE ROOF AREA = 1960 SF LEGEND V OVERFLOW SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE PROPERTY LINE PROPOSED 4 BEDROOM w REQUIRED = 1960 SF SF X 2/12 = 327 CF a' ABUTTERS LINE o so. PVC CUT PROVIDE CLEAN-OUT IN BASEMENT -- PROVIDE 4" C.I. PIPE TO A POINT 2' OUTSIDE FOUNDATION WALL. �'ii TO LENGTH MIN, 6" 5011 COVER EDGE OF PAVEMENT RESIDENCE i -�s+� �I,.G� 1y OVER DRYWELL BLOCKS AND CATCH DRY WELLS PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 13.0 327 CF 28.27 CF VF = 11.6 VF PROVIDE DISTRIBUTION BOX-INLET ELEVATION-12.5 EDGE OF GRAVEL ----- -------- <" BASIN GRATE TO GRADE EXISTING CONTOUR --- 15 - o '�' "'- ��FQ FILTER FABRIC (NEENAH R-2525-F) OR EOUAL USE TWO(2) - 6'0 X 6'- DEEP DRY WELLS. PROVIDE 2 ROWS OF LEACHING GALLEYS- BOTTOM OF UNITS- ELEVATIONS= 10.0 - - a .r��� "� loom LEACHING AREA REQUIRED-300 SQ. FT.- PROVIDED-318 SQ. FT. FENCE ICJ NEW DRIVEWAY AREA = 1600 SF OVERHEAD WIRES - 011W o FI p (�' jk� 90'BEND REQUIRED = 1600 SF X 1.0 X 2/12 = 267 CF N�F- Designed By: Drawn By: Checked By: ATE m ® ® gym NOW OR FORMERLY RHS ZBC CB/RHS m ® ® ® o 267 CF / 9.0 CF/LF =30 LF UTILITY POLE -®-- Y R Fqg IAM FAMILIAR WITH THE STANDARDS FOR APPROVAL SLOPE S4* SOR S PVC REWIRED m ® ® ® o PROVIDE 30 FEET OF STONE FILLED TRENCH BOUNDARY POINT CI Issue Date: Project No: Scale: i RIS AND CONSTRUCTION OF SUBSURFACE SEWAGE Q DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE CONS.rRUCTION ENTRANCE AND WILL ABIDE BY THE CONDITIONS SET FORTH '"SCREEN E °R ® ® ® m o MONUMENT ® 05-25-2021 070011 1"=20' SCREENED GRAVEL NOT TO SCALE THEREIN AND ON THE PERMIT TO CONSTRUCT. 6' 1, SOIL CLASSIFICATIONS BUILDING SETBACK LINEIt UJ Drawing No.: o MWATER DRYIMl;11 DETAIL a' GP- GRAVEL PITS fy NOT TO SCALE SHEET 1 OF 1 CL APPLICANT 20 10 0 20 GRAPHIC SCALE IN FEET i� C'CS � O_ y,� N � O i—I O Ov � N -J 0 CJ .�� U� V — .--1 O � O H w � N — — X4.0— _ — 2 QcnJul N I r----—-----------------------------------------------------------------------------1 I I I I IIr-------------------------------------------------------------------------i I I I I j I I I I I I I 1 I I1 L--------------------------------------- I I I I ' I li i 1 I I L------------------------------------- I I I I BOILER HW I 12' — 2" I 1 I I I I I IL-----------, I I n nI I 1 T T "f 11 I 1�1 A4.0 WINDOW i UNFINISHED BASEMENT O i i UP I i i i i i ' Ln 1 I I 11 I I I ' WELL TBD i MECHANICAL EQUIPMENT AND STORAGE ON CONCRETE SLAB FLOOR 1 I 1 ------------- DRAIN CONCRETE WALLS I I I I O O O WINDOW A4.0 a WELL TBD 4 ==r / A I I LL-------J I I I I UP I WINDOW WELL TBD W I V i I I m m m 1 I I 1 i 1 I -i � � ELECTRIC PANEL IL-------------- ------------------------------------------------------------------ 1 V) 1 L�j L---------------------------------------------------------------------------------------------------------—----J C� w ui Of i-y Of � N 74 ; N N I O N I I / O LLj c, _ la Q _ 'o ARClil j�pp� ,q A200 r4P•�pyOf'THE rlFl ;4tCldt r O N d-� O 5..1 O Oy (u ' / I-- p 4 b-LI U H A4.0 w w 2 cn I / N I / 30' - 6" 14' - 6" I / DECK / IPE DECKING I I / I / A o i 42"DIA. I FP INTAKE TABLE GAS FP / C I LIV NG/DINING OOM TOWN& COUNTRY TC36 / C I / I I 4' - 6"- j / CONCRETE STEPS / 0 o A4.0 O TO BASEMENT / WINDOW LIVINGI DINING ROOM / WELL TBD / c / I c 49"N BEDROOM#1 / o _ _ _ OUTDOOR w I � WINDOW I � 14 SHOWER "J / z o a A4.0 WELL TBD / � I I �I�I I� � I -1 4 v E ------- 0 ----- / v a m Q / 0 ------ 36" ISLAND ------- BATHRM#1 RANGE 11'X 4' 112 BATH 0 / 0 Q I WINDOW O 10 ON UP WELL TBD I � / MUDROOM O KITCHEN 16 I I 11 JLEIP-EDECKING CH / _ 36"REF. o I / A / o w cn `o � i i / w L 4.0 i i cn C 10' - 0" / 0 I N N h i 40' - 6" i / A o � N oll / SCREENED PORCH A4.0 i IPE DECKING I i / I 5 i i o 33 I - (2 CD - - -� O H L O *.,� .yip•0 A�'Cllj eEf A201•a. 2 • 4 rJO°prd�1liF eZh1`bt`� cti 00 o � O � O u -i 4-J {� v v A0 cd 2 0 � w _ 4 o ..� U d- Ln Q Ln o 26' 0" GUARDRAIL AT 36" N O O O © N O � c ROOF DECK IPE DECKING BOILER © O EXHAUST BEDROOM#2 O FP EXHAUST O BEDROOM#3 28 27 26 32 N I I I PROVIDE DOOR \/ 30 31 SWEEP 25 291 .1 I I /\4.0 1 24 � F� BATHRM#2 AO 23 �I 4 A4-1 TEMPERED TUB I 22 ----- GLASS j /\ ______ STORAGE ---- INSULATED,GYP. BD.ON WALLS ...., BATHRM#3 ----- - DN rT~' 21 17 PROVIDE DOOR 20 O SWEEP -�-- I I � O WALK-IN A 19 V o 0 0 0 x C V PRIMARY BEDROOM C A �c o W Q cn w w a- > c) uJ u i C d 5 i"r A4.0 5 I W N N N N I N N i— `N� SCREENED PORCH I IPE DECKING OVER 1II CILA PROOF MEMBRANE ROOF I I I U I ------ - z Q W u U U L� a W O N a U Z W � H U-) � ,.qN!t t H t ttpt,8 A202 �+ yrs ���:•e•��lfCl s°°° •.... l�:t .�'' •'?ate• Orrf1E C� 00 o 4-J N 4-J O i-1 O uv '- � ILI lc� .bn 4., 1,4 w � ---- �. -d q ! U � - - G od cq - - - - JOISTS Nil I s - - - - - 2ND FL SU F B L. — — — — — -- — — — — — - - — — — — — - - PORCH FIN. FL. N 1ST FL. SUBFL. , 0' 0', - a',W- 1 North Elevation 1 /4 ~ 1 - 1 /4" 1 '-0" 0 PL� F---i A V o 0 0 V -- - - - - -- - - --- - B/0 CEILNG JOISTS J - - - -- - - - 18' -8° J _ W Q - Df � d I - ! W NLl N N O N - - - -- - - - - - 2ND FL .SUBFL — — — 10' -0" - PORCH FIN. FL. o 91 -611 I _ � cn 1ST FL. SUBFL. O W — — — — — — — -- -- - - -- - - - - - - --- — — — — — - 0 -0 v s` CD a 1E w Z East Elevation 1 4 2 , ,) _ >> 1 4 1 -0 46 s.�.eweera� ' .�~ @'st..t;�� ���'`�"'• dpi r •ti� `•.`�. 7 Fib t J/ tc �a `°r•,fror THE �14iI cd 00 _o �.J N 4-J o O y v� v o ) - _ ^0 U l Ln THIN BRICK VENEER Q ON WOOD FRAME _ SOLAR ARRAY ( N N BIO CEILNG JOIST 18' -8" - --- ---- -- - - - - - -- - - ------ 2ND FL - - - - - - - - --- - - 10' 011 - - - - _DOWNSPOUT,THROUGH DECKING i -- i i I - � n ------ -------- - - FP INTAKE - -- - - - 1ST FL. SUBFL. d ----- - ---�-- ---- - ------ ----- --� 01 011 OWN, BMW H V J 0 W 1 South Elevation 1 /4 1 /4" _ 1 ,_Q„ C/� F—i i,AW�I --I--•- '-- - '--'---�-- V i f r r� �.-'--r-'--r ' 1 BIO CEILNG JOISTS -- c w N N 1-- \ SCREEN - A a N PANELSCD - - - - 2ND FL .SUB FL10. . - - - I I SCREEN PANELS CJS JAN 3 1 ?F0 E) f I M - - - -- - -\ - -- - - - -- - - N1ST FL. SUBFL. H CD - - - 01 II 0 - ' -- - ►-� -R7M 1-2 F71 77711 LATTICE PANEL 4 ` West Elevation 1 /4 I� - 1 '-o" arssrPQ!, • ,#tlRflt.w' r C� � O_ i-J O L1 O v 4 i-J 0 4-4 4-J ~ s~ 2x8 JOISTS _ _ _ - - - ,BIO CEILNG JOISTS _ _ 2x8 JOISTS BIO CEILNG JOISTS Q 181 -811 181 -811 BEDROOM N BATHROOM STAIRS STORAGE N I I co I 0 II aena�aaa 1-r agr 2ND FL .SUBFL. 2ND FL .SUE R`D A;;���TFc,''f��� 2x2�olsTs ------ ' 10 _0 10' a " 2X12 JOISTS .��,. 6F.•� —, _ X --------a _ a _--__—_—_—_— KITCHEN SCREENED PORCH I -------i � �r�as O+`IHE cSAt*�e`'' a i �-------- L------- I r------- 1ST FL. SUBFL. 1ST FL. SUBFL. 1ST FL. SUBFL. 2x12 JOISTS --------i 0' -0" I 4'MAX. %J - 0" - ---------- ---- _ T/ FND. WALL �}{ ----=—� — — — SPACING — — — —2X12 JOISTS --------, `-I. - -• -� - - ' , ' � " - � ;r=,, . � . �, ' . . r,- = . . � � , ., , . - �, , , - . - � � - : 4 - 11 111/2" — --------; =1 T/ FN -WALL 11 it ] n �— i -------- -- _ -o' -=11 112" — — — UNFINISHED BASEMENT --------i-------- I _ — � � � I—� —_ - - I ------- L------- T/SLAB GRAVEL FILL — - _ � ------ — ' ' ���, r =_ —_— _ =�' L�� � _ __ _ -------- --8- - 11 CONCRETE_ = I I�t �— I �I�I��— —'— I `I--1�1 i' r------- T.O. FOOTING `9 sTEPst _T.O. FD.OTING_ — — — — FOOTING ~ I � � a: ., _�,— — �-�—� --�-� — � ��_�� 1 � I� = � =I� T.O.� . ... . _ �— —, =1 1= 1 _ =1 _ B.O. FOOTING , ,— —sLOPE To DRAIN- -B.O. FOOTING =6.0. FOOTING 11-(- T _ _ — I I — � - —� —=� �°_ �-�-�I-� ff� -��� - - =-I--a--� — - - _ _ I � � 11 I 1=� 1= — � _-10 -=3 -1 1=1 I I—III I 1=1 II IIII—I 1=1 1= -10 -3 — _ — — — — — -101 -311 - II I I = o -� ►� I 1 I = I I-III-- 1= 1= _ _ I - _ _ _ _ _ =1 = _ _ _ 13 e chi o n a t �u k�i e a d— _ — — — — —_ _ _ _ _ 1=1 I — 1=1 I _ �1 _ 1 /4" = 1 '-0" 1=1 I I—I 11=1 1=1 11=1 1 11 II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 Ii I I I I I 1=1 1=1 1 =III=III=1 I1 V I I I — = I 1 — Se c t i o n C — I I i l i I I III=1 I III III—III—I i I III III-1 1 1 1 I =1 I I i I i III III—III c I I III III—III=1 I =1 I=1 I I III—III III 1 /4)) = 1 )-01)C �+ rF W -� 0 0 0 - B/0 CEILNG JOISTS — — — 2X8 JOISTS BIO CEILNG JOISTS -- - - - - - -- - - - 18' -8" - �- - - - 1 g' -g.. J J J J l i SCREENED PORCH I o Q cn _ I PORCH BEDROOM BATHROOM BEDROOM w w � CE � a - I cn W N N N N 2ND FL .SUBFL. I 2ND FL .SUBFL. F' N N_ r A O \ N — 2X8 JOISTS': — — — 10' "0" 2X8 JOISTS — 2X12 JOISTS — — — 1�� _o„ \ PORCH FIN. FL. PORCH FIN. FL 0 I PORCH KITCHEN DINING I I SCREENED PORCH � W _ 1ST FL. SUBFL. CD of - „ I— cn U 1ST FL. SUBFL. UW -- - - - - - - - - TI FND. WALL - - - - - - ----- -----� — --- - 2x12 JOISTs - - - - � -- — — —2X10 JOISTS — — — — — — — — — —2X10 JOISTS. — — 4 - 11 1/2" rl r—i _ TI FND. WA�L 11/2" UNFINISHED BASEMENT HE I= i—�— _ _ _ _—I . __— T/SLAB "ri ni An _=1 - JJ �+-I-T.O. FOOTING FOOTING B.O. FOOTING 1 I �_ I = 1 � 1 I =1 1111 — — — — 1� - , _ „ -- � � �-�--�---��I�-I- -�-a-l--a -�--�---I- 1- -I--�-�1 -I--a --�--�---I- -a- I�-1--� a-a--I- — 9 3 • 1= HI � B.O. FOOTING -IIIIII= I IIIIIII—IIIIIIIII—III—III—III—III—III—III—IIIIII—III_ 1 /4" = 1 '-0" R-49,CLOSED CELL FOAM 00 N i.a O uO � �° bA to U o LU w �I = BIO CEILNG JOISTS _ O —GAF^ M>3ERLTNE S9NGEES @3"T.� — — — — — - 18' -8" U °�' Ln 30LB.FELT BUILDING PAPER UNDERLAYMENT 2 Q o Ln 5/8"CDX PLYWOOD SHEATHING CEILING _ E�STRIP OF ICE&WATER SHETLD, _ _ _ _ _ _ _ _ _ 3'STRIP @EAVES AND VALLEYSCq 2 2 2 N DRIP EDGE s 6 6 6 TRIPLE STARTER COURSE 1X FASCIA 1X4 V-GROOVE SOFFIT 5"COPPER HALF-ROUND GUTTER ALUMINUM DRIP EDGE alQ ARGfft��o� F ili� Ai Cf r�P i Y� 514X8 TRIM;ALIGN W/TOP OF WINDOW CASING <' 5/4X4 EXTERIOR WINDOW CASING A��ra®rOr SHE O a. COPPER PAN 2 AZEK SUBSILL AZM-6930 2 1X6 BASEBOARD W/6660 CAP 314"OAK FINISH FLOOR 3/4"PLYWOOD SUBFLOOR ^^� — — — — — — — — — — 2 2ND FL .SUBFL. 2 2 2 0" 1 1 PORCH FIN. FL. Cly R-42 RIGIDLY-ISO FOAM IN TION PL�O 1X8 BASEBOARD W/B660 CAP 3/4"OAK FINISH FLOOR 4 CLOSED CELL FOAM INSULATION R-19 ,..r_,..-.,_._. _..._,,..r .._... ...«..w..,- ..ir.-a e.c.......-:a...--w.. ,w..w...-r...,.�,.,.,.,,,m..v-.....v...:.. .,. .-..x..mm.....+.mvxme wvv<..awn-n,........n.........+w....mwwr:..um+.aeasv._.....m-eew.mom.0 ' 314"PLYWOOD SUBFLOOR I I 1 ST FL. SUBFL. 411 I ( VENT PIPES TO PITCH ALASKAN YELLOW CEDAR SHINGLES @ 5 T.W. TO MATCH 2 �° I I� 114"PER FOOT MIN, EXISTING 10 FLO JOIST 16"0. (T TAL F O\ R= 21 I I A BENJAMIN OBDYKE HYDROGAP BUILDING WRAP U 112"CDX PLYWOOD SHEATHING -42 RI POLY- 0 n F INS ION °sy OVERHANG SHEATHING PAST T.O.FOUNDATION WALL 1" — � ........:,_..a,..._,w:...., _.. . „.. ._.. ._.... _._, -....�. ..,_,. ...- ._ .�-. n �_. � ENT PIPES 2 m I 1. BIO CEILNG JOISTS v 2 m m m L.C.C.TERMITE SHIELD TI FN ALL i I I I d, 2”VENT PIPES -0' - 11 1/2 BATHROOM#2 I I BATH I FINISHED GRADE;SLOPE AWAY FROM BUILDING o a d I I I W ~ P-I RAP(TYP) I w w _ d I I c SHWR I TUB 4"DRAINPIPE - -1111 PORCH FIN. FL.77 7�!-7�i _-i 177 77— 1 j N ° 12„VENT PIPES d BATHROOM#1 j KITCHEN I i LAUNDRY SINK _ _ROOF z — — __ 10"CONCRETE FOUNDATION WASHER ' _ � V n LLJ "f `1 — ° ,d,.°. 1X P.T.FORM BLOCK — U C/� _ _ . 10 MIL.PLY VAPOR BARRIER ON TOP OF INSULATION,TAPED SEAMS,WRAP UP WALL 2" W ��I� 2"XPS INSULATION T/SLAB— TO SEPTIC — _ II I N =— — CLEANOUT �- -- DWGS OR DETAILS EE STRU TURA 4„DRAIN PIPE, 112 PER FOOT PITCH,MIN. FLOOR— ~' d ' ` a4. ° —I.O7 FOOT-IN" - - - - —ice— = 1�tt -fes �Ott=�ti=-tti=�t tit - . :e: --a : a� p : :..- •° d � — -91-311 -- — d � "FOOTINGS - -- -4 `ON SOIL TING$. _ — BY STI�U(;TURAL — _ — I- - -I — TTI —. — —_ - - 11 — — N - - as e°-d, ° ° - - — —111-111-111-111-111-111— — _ _ I _ -- —� f _ _ _ I �, _� II 8 I -- —B.O. FOOTING IIIII1-11I - - IIIIIIIIIIIIi I I-IIIIII-III-IIIIII-III-III-IIIIIIIIII I - - - I I I III III III III 10 3 00 DOOR SCHEDULE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET NOTES In Schedule E t.� o ° 1 SIMPSON F-7512U EXTERIOR DOOR 3'.4" 6'-10" 3'-0" 6-8" 1314" � p 2 MARVIN UIFD5080 EXTERIOR DOORS(PAIR) 5'-1314" T-9" 5'•0" T-8- 2" CUSTOM HEIGHT 14 = 3 SIMPSON F-7512U EXTERIOR DOOR 3-4" 6'-10' 3'.0" 6'-8" 1314" .bD (n 4 SIMPSON F-7512U EXTERIOR DOOR 3-2112" T-5112" 3-0" T.3" 1314" „,,,,�� o 5 MARVIN UIFD5080 EXTERIOR DOOR 12'-8112” T-10 1/2' 12.6" T-8" 2" CUSTOM HEIGHT w W [i 5 5'-0" T-0" 2" N F- b 6 THERMA-TRU CCR100 EXTERIOR DOOR 3-2112" 6'-10112" 3'-0" 6'-8" 2114" Q.) = Y o 7 BROSCO 3-10 1/2" 6'-10 1/2" 3'-8" 6' 8" 1318" LnLn 8 BROSCO 4'-2112" 6'-10112" 4'-0" 6'-8" 1318" •--, n C/) Ln 9 BROSCO 3'-10112" 6'-10 1/2" 3'.8" 6'-8" 1318" Q o � 10 SIMPSON F-7512U EXTERIOR DOOR 3-2112" 6'-10 1/2' 3-0" 6-81 1314" 1�0 11 BROSCO CASED OPENING 3'-2112" 6'-10112" 3'-0" 6'-8" .;.- 12 12 BROSCO 3-2112" 6'-10112" 3-0" 6'-8" 1314" 13 BROSCO 2'-8112" 6'-10112" 2'-6" 6'-8" 1314" 14 BROSCO 3-2112" 6'-10112" 3-0" 6'-8" 1314" 15 BROSCO 4'•2112" 6'-10112" 4'-0" 6'-8" 1318" N 16 BROSCO CASED OPENING 3•2112" 6-10 1/2' 3•0" 6'-8" 17 BROSCO 2'-8112" 6'-10112" 2'.8" 6'-8" 1314" PROVIDE DOOR SWEEP 18 BROSCO 2'-8112" 6'•10112" 2'•8" 6'-8" 1314" 19 BROSCO 2'-8112" 6'-10 1/2' 2'-6" 6'-8" 1314" 20 BROSCO 2'-8112" 6'-10112" 2'-8" 6'-8" 1314" 21 BROSCO 3-10112" 6'-10112" 3-8" 6'-8" 1318" 22 BROSCO 3-10112" 6'-10112" 3-8" 6'-8" 1318" 23 BROSCO 2'-81(2" 6'-10112" 2'-6" 6'-8" 1314" 24 BROSCO 2'-8112" 6'-10112" 2'-6" 6'•8" 1314" 25 BROSCO 2'-8112" 6'-10112" 2'•8" 6'-8" 1314" 26 BROSCO CASED OPENING 3-2112" 6'-10112" 3-0" 6'.8- 27 BROSCO 3-10112" 6'-10112" 3-8" 6'-8" 1318" 28 BROSCO 3-10112" 6'-10112" 3-8" 6'-8" 1318" 29 BROSCO 2'-8112" 6'-10112" 2'-8" 6-8" 1314" 30 BROSCO 3-10 1/2" 6'-10112" 3-8" 6'-8" 1318" 31 BROSCO 3-10112" 6'-10112" 3-8" 6'-8" 1318" 32 BROSCO 2'-8112" 6'-10112" 2'•8" 6'-8" 1314" PROVIDE DOOR SWEEP 33 CUSTOM SCREEN DOOR 3-2112" T-2112" 3-0" T•0" 1" N 5' - 2 112" R.O. n 5' - 0" 5' - 2 112" R.O. 3' - 21/2" R.O. 5' - 0" 3' - 0" r------------------------ / ; r————————————————————---- I I / I / cN / / w C-\j cti00 I I r^ /CUSTOM DOOR I ` V m Q DOORS#3,#4 Io DOOR 1 DOOR 2 DOOR 3 1 DOOR 5 1/2" = 1 '-0" 2 1 /2" = 1 '-0" 1 2" = 1 '-0" 4 1 /2 = 1 '-0" A 0 Li I WINDOW SCHEDULE w WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS TYPE MANUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT "U" VALUE EGRESS NOTES \ \ A MARVIN ULTIMATE DOUBLE HUNG UDHG2-3628 3-6112" F.4" 3-5112" 5'-3112" 0.3 YES IZ3 A N B MARVIN ULTIMATE DOUBLE HUNG UDHG2-4028 3-10 1/2' 5'-4" 3-9112" 5'-3112" 0.3 YES IZ3 C MARVIN ULTIMATE DOUBLE HUNG UDHG2-3026 3-0112" 5'-0" 2'-11112" 4'-111/2" 0.3 YES IZ3 D MARVIN AWNING CUAWN3628 3-1" 2'-4112" 3-0" 2'-4" 0.29 IZ3 E MARVIN ULTIMATE DOUBLE HUNG UDHG2-3024 3-0112" 14'-8" 2'-11112" 4'-7112" 0.3 YES IZ3 0 I 3' - 10 1/2" R.O. 3' - 6 112" R.O. - 3' - 0 112" R.O. 3' - 0 1/2" R.O. C.7 C lr 3' - 0 1/2" M.O. O ------------------ - I I I -CIA I I I Ij I I I C) L1J 'raj 00� I a I I j I 1-1 Lin I I � I LO I A500 5 I I I i I O � I O I C I � � �.t•ttttttte®gid, r WINDOW A WINDOW B WINDOW C WINDOW D nWINDOW E n > >> '" - �, � n � „ r >> � �e � r� �.% �o V-0, >> 1 /2 = 1 '-0" 1 /2 = 1 —0 1 /2 = 1 —0 1 //21$ = 1 —0 J 1 /2 = 1 —0 «sa°"•� Cd ao o ELECTRICAL SYMBOL KEY o SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES $ SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) Z-+ 0o con$ THREE WAY SWITCH use DUPLEX RECEPTACLE OUTLET O CEILING FIXTURE (RECESSED) O u s W/TWO USB PORTS �'-1 a FOUR WAY SWITCH wP DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED '-' WATERPROOF O WALL WASHER) �j DUPLEX RECEPTACLE OUTLET W o $o SWITCH W/DIMMERcFic W/GROUND FAULT INTERCEPT CIRCUIT WALL SCONCE $wP WATERPROOF SWITCHpae HORIZONTALLY MOUNTED OUTLET IN N AETGHTING BASEBOARD — — — UNDERCBINLI = v o FLUORESCENT FIXTURE U $M MOTION ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET F# (NUMBER REFERS TO LENGTH) v, — Ln n DUPLEX RECEPTACLE OUTLET $L LIGHTED SWITCH Tr FULL SWITCHED — CEILING MOUNTED TRACK LIGHT r- $F FAN-TIMER SWITCH DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT HALF SWITCHED (EAVE MOUNTED) SYMBOL PANELSp DUPLEX SPECIAL PURPOSE CEILING MOUNTED EXHAUST FAN x RECEPTACLE OUTLET cq ELECTRICAL PANEL RECESSED PICTURE LIGHT OUTLET # CEILING ZEHNDER EXHAUST/RETURN N ® ELECTRICAL SUB PANEL o DUPLEX FLOOR OUTLET AIR FLOOR FRESH AIR ZEHNDER SUPPLY TELEPHONE PANEL QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN �►� DATA PANEL 1 TELEPHONE OUTLET, CAT-6A WIRE SYMBOL DETECTORS/ALARMS/CONTROLS W/RJ11 PORT CABLE MODEM DATA OUTLET, CAT-6A WIRE W/RJ45 SMOKE/CO DETECTOR, COMBO UNIT PORT 4-PORT NETWORK COBPHONE & OTL , TCO CARBON MONOXIDE DETECTOR ROUTER /R11 PO & CDTT6 RJPOR (WALL MOUNTED) WIRELESS NETWORK ® COMBO PHONE & DATA OUTLET HO HEAT DETECTOR l / ROUTER TV o COAXIAL CABLE JACK FOR LT LOW TEMP DETECTOR C v TELEVISION OR COMPUTER SYMBOL FIRE ALARM SYSTEMS � o TELEVISION & COMPUTER COAXIAL CABLE JACK FOR BOTH O WATER SENSOR FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS IT THERMOSTAT SPRINKLER SP CEILING SPEAKERS (RECESSED) 4 HUMIDISTAT F FIRE ALARM7s_p7 SPEAKER JACKWALL MOUNTED HRV HEAT RECOVERY VENTILATION HORN/STROBE CONTROLS FIRE PULL STATIONSp SPEAKER JACK (SURFACE MOUNTED) AK ALARM KEYPAD 4 EXIT SIGN 4 AUDIO VOLUME CONTROL AAj ALARM MOTION DETECTOR .. EM EMERGENCY LIGHTING DOOR BELL ALARM DOOR CONTACT Q NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES A 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK, SCREWLESS PLATES 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5, PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING r^^ 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED CA �--� 8. ALL ELECTRICAL OUTLETS TO BE LOCATED IN THE BASEBOARD, QUAD OUTLETS TO BE 12' A.F.F. IN PLASTERED WALLS - UNLESS NOTED � 0 C O _TO SWITCH l!J ABOVE S�THT I LL A C C (� W � U ELECTRIC PANEL qp m J CD A _ W �W N H AN O U u W � W z W w z Z N mEl- o .�iP►.D ARCyII�rpii p ee eek«U gCQey o� n�t 41 4, 4 •"' '�+r��JJj pee epaeep E200p�taeo THE mO4e'T" ELECTRICAL SYMBOL KEY ' A cti 00 SYMBGL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES CN $ SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) THREE WAY SWITCH use DUPLEX RECEPTACLE OUTLET W/TWO USB PORTS O (RECESSED) u CEILING FIXTURE RECESSED ! — �-1 O DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED _ — — — — — ' A FOUR WAY SWITCH wP WATERPROOF O WALL WASHER) _ �q DUPLEX RECEPTACLE OUTLET I— ccs $o SWITCH W/DIMMER GFIC W/GROUND FAULT INTERCEPT CIRCUIT WALL SCONCE _ — — — — e co ,, 0 HORIZONTALLY MOUNTED OUTLET IN — — — U wP WATERPROOF SWITCH se UNDERCABINET LIGHTING �- ILL! w BASEBOARD FLUORESCENT FIXTURE $m MOTION ACTIVATED SWITCH Ti"® QUADRUPLEX RECEPTACLE OUTLET F# (NUMBER REFERS TO LENGTH) _ I $i LIGHTED SWITCH DUPLEX RECEPTACLE OUTLET CEILING MOUNTED TRACK LIGHT I U FULL SWITCHED ---- -------- --- --- r FAN-TIMER SWITCH DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT Q I < ' $ HALF SWITCHED (EAVE MOUNTED) r �p DUPLEX SPECIAL PURPOSE SYMBOL PANELS Tr" RECEPTACLE OUTLET F CEILING MOUNTED EXHAUST FAN ELECTRICAL PANEL q) RECESSED PICTURE LIGHT OUTLET CEILING ZEHNDER EXHAUST/RETURN ELECTRICAL SUB PANEL © DUPLEX FLOOR OUTLET AIR FLOOR FRESH AIR ZEHNDER SUPPLY I N N TELEPHONE PANEL QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN DATA PANELTELEPHONE OUTLET, CAT-6A WIRE SYMBOL DETECTORS/ALARMS/CONTROLS 1 W/RJ11 PORT CABLE MODEM DATA OUTLET, CAT-6A WIRE W/RJ45 SMOKE/CO DETECTOR, COMBO UNIT I dM dM PORT Q� 4-PORT NETWORK COMBO PHONE & DATA OUTLET, CAT-6A CO CARBON MONOXIDE DETECTOR -1 ---- -- --i ROUTER W/RJ11 PORT & CAT-6A W/RJ45 PORT (WALL MOUNTED) WIRELESS NETWORK (kQ>)) ROUTER COMBO PHONE & DATA OUTLET O HEAT DETECTOR TnV o COAXIAL CABLE JACK FOR �r TELEVISION OR COMPUTER LT LOW TEMP DETECTOR I COAXIAL CABLE JACK FOR BOTH O SYMBOL FIRE ALARM SYSTEMS TELEVISION & COMPUTER W WATER SENSOR FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS 4 THERMOSTAT I SPRINKLER sP CEILING SPEAKERS (RECESSED) 4 HUMIDISTAT 1 HIRE ALARM ORN/STROBE SP SPEAKER JACK (WALL MOUNTED) HRV CONTROLS HEAT OVERY VENTILATION L'IVINGIDINING R ' OM I - _-_ __._____. _ J FIRE PULL STATION Sp SPEAKER JACK (SURFACE MOUNTED) ALARM KEYPAD C7I ------- ----- ---- i i II EX EXIT SIGN CQ AUDIO VOLUME CONTROL AN ALARM MOTION DETECTOR j I - --- EM EMERGENCY LIGHTING DOOR BELL ALARM DOOR CONTACT NOTES: I III ^ 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK, SCREWLESS PLATES3. REVIEW FIXTURE 4. REVIEW NTERIIOR NG ELEVATIONSECIFICATIONS FOR LOCATIONS OFFOROALLTYPE EXPOSED ELECOTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING BE 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING — _-- OOM#1 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED I £ C 8. ALL ELECTRICAL OUTLETS TO BE LOCATED IN THE BASEBOARD, QUAD OUTLETS TO BE 12 A.F.F. 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PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK, SCREWLESS PLATES 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATIONM 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK C DN 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING I \� 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING I --- ---- - -" 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED - J 8. ALL ELECTRICAL OUTLETS TO BE LOCATED IN THE BASEBOARD, QUAD OUTLETS TO BE 12' A.F.F. IN PLASTERED WALLS - UNLESS NOTEDI G s i8� G I ( I � PL� C C - - I A u Q wp w x II V coI CD I W I O O LL_ Q F+•1 W W O U a U w Z: H'tD ti rA �a y,CJ •�••••••• 4> 'SpA `l� Q &�,*• Abp e V a.•Ma `82 • 4, � f`frrfOf-1HE «K%6/ aas�saa..r WEBB STRUCTURAL SERVICES,INC , 670 MAIN STREET,READING C MA 01867 (781)779-1330 u M_ •+++r V J u u GENERAL CONDITIONS ROUGH CARPENTRY •� ° 1. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 2015 DESIGN LOADS PER INTERNATIONAL BUILDING CODE DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED 2. REFER TO THE IRC FOR FRAMING COMPONENTS NOT SPECIFIED IN PLANS AND SECTIONS. NOTIFY AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER OF ANY COMPONENT NOT DEFINED IN THE IRC OR IN THESE DRAWINGS. LIVE LOADS 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON 3. REFER TO THE IRC FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE 602.3 FOR GROUND SNOW LOAD: 30 PSF DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK,AND SHALL NOTIFY THE ENGINEER CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. UNINHABITABLE ATTICS WITHOUT STORAGE: 10 PSF IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. 4. CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. cv 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, 5. ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS. UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF r BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES 6. WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, HABITABLE ATTICS AND SLEEPING AREAS: 30 PSF ALL OTHER AREAS: 40 PSF FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION PLATES,AND SILLS SHALL BE SPRUCE PINE FIR#2 OR BETTER,WITH A MINIMUM Fb= 875 PSI (SINGLE ONLY,WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL USE)AND Fb= 1000 PSI (REPETITIVE USE),AND E SHALL BE 1,4000,000 PSI OR BETTER. ACHIEVE THIS RESULT. 7. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, GRADED"STUD"GRADE, WINDLOADS 4. FOR RENOVATION WORK STRUCTURAL DRAWINGS PRODUCED WITH ASSUMPTIONS MADE #2 OR BETTER. OF NEW REGARDING EXISTING CONDITIONS. IF CONTRACTOR FINDS EXISTING CONDITIONS NOT AS ASSUMED 8. LVL BEAMS,AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb= 3100 PSI, E =2,000,000 PSI,AND Fv= �E YO CONTACT ENGINEER IMMEDIATELY. REVISIONS TO THE STRUCTURAL FRAMING MAY BE REQUIRED. 285 PSI. LVL BEAMS SHALL BE"VERSALAM"BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE INTERNATIONAL BUILDING CODE 129 MPH, EXPOSURE Bco �P �E�W. 5. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS, POSTS, ETC., SEE ARCHITECTURAL ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY DEAD LOAD DRAWINGS. THE CONTRACTOR. 9. WOOD"I"BEAMS SHALL BE BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS r THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. WEIGHTS OF MATERIALS AND CONSTRUCTION n w FOUNDATIONS W MANUFACTURER'S RECOMMENDATIONS FOR BEARING, REINFORCING, CUTS, CANTILEVERS, 1. WHERE FOUNDATIONS ARE EXISTING, DESIGN HAS BEEN COMPLETED ASSUMING FOUNDATIONS ARE FASTENING, ETC., SHALL BE STRICTLY ADHERED TO. C SUITABLE TO SUPPORT PROPOSED RENOVATION. CONTRACTOR RESPONSIBLE FOR VERIFYING 10. ENGINEERED WOOD POSTS (VERSA COLUMNS),AS NOTED ON PLANS, SHALL BE VERSA-LAM 1.7 2650. ABBREVIATIONS: r ° 14 5 THAT THE EXISTING FOUNDATION CONFORMS TO BUILDING CODE REQUIREMENTS AND REPORT 11. PLYWOOD WALL SHEATHING, ROOF SHEATHING,AND SUBFLOORING SHALL BE APA GRADE, I\ SOF N FOOTING CONDITIONS TO ENGINEER FOR VERIFICATION. TRADEMARKED C-D INTERIOR WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 3/4"THICK TONGUE ADD'L-ADDITIONAL HORIZ-HORIZONTAL 2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON AND GROOVE,AND SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO BLKG- BLOCKING HDR- HEADER INORGANIC, UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL. ALL EXCAVATIONS NAILING. ROOF SHEATHING SHALL BE 5/8"THICK AND WALL SHEATHING SHALL BE 1/2"THICK. BM- BEAM JST- JOIST SHALL BE DRY BEFORE PLACING ANY CONCRETE. 12. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD IS BTM - BOTTOM LVL- LAMINATED VENEER LUMBER 3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 FEET, OR AS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE BRG- BEARING LW- LONG WAY MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND EXPOSED TO TREATED. BTWN-BETWEEN MAX- MAXIMUM FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE 13. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES BW- BEARING WALL MIN - MINIMUM APPROVAL OF THE ARCHITECT. SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO CLG- CEILING MFR- MANUFACTURER 4. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING MANUFACTURER'S FASTENING REQUIREMENTS. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO COL- COLUMN NTS- NOT TO SCALE CAPACITY OF 4000 POUNDS PER SQUARE FOOT. FRAMING ELEMENTS BEFORE ORDERING. CONC-CONCRETE OC- ON CENTER 5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS 14. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE CONN -CONNECTION PL- PLATE PLACED IN 6" LAYERS. LAYERS SHALL BE COMPACTED TO 96% DENSITY AT OPTIMUM MOISTURE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING STUD. CONT-CONTINUOUS PT- PRESSURE TREATED 15. FOR WOOD JOIST SPANS UP TO 14 FEET, PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING CONTENT,AS DEFINED BY ASTM D1557. DIAG - DIAGONAL REQ- REQUIRED 6. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 FEET, PROVIDE TWO ROWS OF FULL DN - DOWN SPEC- SPECIFICATION TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. EQSP- EQUAL SPACES SW- SHORT WAY WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS 16. GABLE-END WALL STUDS IN CATHEDRAL, PARTIAL CATHEDRAL, OR HIGH CEILING SPACES SHALL EF- EACH FACE T.F.N. - TOP FLANGE NAILER all WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER. SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY EW- EACH WAY TYP- TYPICAL �--� 7. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND FOUNDATION WALL SHOULD NOT BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS, UNLESS NOTED FDN - FOUNDATION LION- UNLESS OTHERWISE NOTED INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. OTHERWISE ON THE DRAWINGS. FIN- FINISH VERT- VERTICAL 17. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER, SHALL FLG- FLANGE W/- WITH a ONLY BE SPLICED OVER SUPPORTS. FTG- FOOTING CONCRETE 18. PROVIDE SIMPSON H1 OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT. omo 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF 19. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. STRUCTURAL FLOOR MEMBERS SHALL NOT BE 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS:FOOTINGS, WALLS, CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE MULTIPLE SPAN BEAM LEGEND INTERIOR SLABS-ON-GRADE,AND OTHER CONCRETE NOT OTHERWISE SPECIFIED-3000 PSI. WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. W EXTERIOR SLABS EXPOSED TO WEATHER-4000 PSI. 20. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN BEAMS IDENTIFIED AS MULTI-SPAN CONTINUOUS M 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-5"• DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER POST EXAMPLE: (2-SPAN), (3-SPAN) ETC. 4. REINFORCING STEEL: TYPICAL-ASTM A615, GRADE 60. FIELD BENT-ASTM A615, GRADE 40 WELDED SIZE. (NO SPAN IDENTIFICATION INDICATES SINGLE SPAN BEAM) WIRE FABRIC-ASTM A185. 21. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8"BELOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS, INFILL GAP WITH 3/8"PLYWOOD FOR SOLID BEARING. STRUCTURAL STEEL 22. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF 2-1/211- PLAN VIEW BOLTS AT 16"ON CENTER OR 3-1/4"- DIAMETER SELF TAPPING LAG SCREWS AT 16"ON CENTER, 1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL ALTERNATING INSERTION SIDES, FOLLOW MANUF. SPECS, UNLESS NOTED OTHERWISE ON DRAWING. I 3-91/2"LVL CONSTRUCTION: "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 23. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL INSTALL DOUBLE (2-SPAN CONT.) 2. STEEL WIDE FLANGE BEAMS SHALL CONFORM TO ASTM A992, WITH A MINIMUM YIELD STRENGTH OF JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING. 50 KSI. PLATES,ANGLES, CHANNELS,AND MISC. FABRICATED HARDWARE SHALL CONFORM TO ASTM 24. MINIMUM BEAM BEARING TO BE 3 INCHES UNLESS NOTED OTHERWISE ON PLAN. ELEVATION VIEW A36, WITH A MINIMUM YIELD STRENGTH OF 36 KSI. RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH OF 46 KSI. 3. ALL STEEL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH STRENGTH BOLTING WITH ASTM A325 BOLTS OR WELDING WITH E70 XX ELECTRODES. STEEL TO CONCRETE AND STEEL TO WOOD LATERAL FRAMING NOTES NO SEAM IN BEAM OVER POST FIELD CONNECTIONS MAY BE MADE WITH ASTM A 307 BOLTS. q 4. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE NOTED. 1. THE STRUCTURAL DESIGN OF THIS RESIDENCE WAS PERFORMED IN COMPLIANCE WITH THE 5. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. THE PRESCRIPTIVE u Q APPROVAL OF THE ENGINEER. REQUIREMENTS OF THIS CODE DO NOT APPLY PER SECTIONS 301.1.3 ALTERNATIVE PROVISIONS AND 6. CONTRACTOR TO SUBMIT SHOP DRAWING TO ARCHITECT AND ENGINEER FOR APPROVAL. 301.1.3 ENGINEERED DESIGN. u 2. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DRAWINGS AND NOTES POST LEGEND ADEQUATELY RESIST THE LATERAL LOAD REQUIREMENTS AS DEFINED BY THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. BW= BEARING WALL 3. ALL EXTERIOR WALLS TO FOLLOW SHEARWALL SHEATHING CRITERIA. FVP= FLAT VALLEY PLATE �0�� SHEARWALLS CONSTRUCTION: (E)= EXISTING ,11P t�J SHEATHING TO BE'/"APA RATED ( )SPAN =JOIST OR BEAM p`o SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8dNAILS @ 4"OC AROUND EDGES&8" RUNS CONTINUOUS 1Q OC IN FIELDS. OVER SUPPORTS QJQ3' S; G 4. HOLDDOWNS TO BE HDU5 BY SIMPSON AND SHALL BE ATTACHED TO A MIN OF 2-2x STUDS FOR(*) SPANS Qp �\ 5, THREADED ROD TO BE 5/8"o AND EPDXY SHALL BE SIMPSON SET-XP F� 6. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS. w 7. REFER TO PLANS AND SECTIONS FOR STUD SIZES, STUDS SHALL BE SPACED AT 16 INCHES ON NUMBER OF STUDS IF APPLICABLE CENTER UNLESS NOTED OTHERWISE ON PLAN. 8. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO PLYWOOD. NAIL HEADS SHOULD BE FLUSH WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY c REDUCES THE EFFECTIVENESS OF THE SHEARWALL. P/- -26 9. FOR FRAMING SIZES REFER TO FRAMING PLANS. SIZE OF STUD OR DIMENSION Q OF SOLID POST TYPE OF POST: P= POST, J=JACK, VC=VERSA COLUMN, LC = LALLY COLUMN 0 HSS = HOLLOW STRUCTURAL SECTION u H zz 040 cc N W (Sa cc 0 r N o N O Q .Y qN O 7 d a sloo a fJ N O N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 ,.", CC 4 � w v 0 6 0 6 Q�- - - - - - - - - - - - - Q�_ - - - - - - - - _ - - - - - - _ -Q6- - - -- - - - _ - - - - - = Q6 - T - i r u FF _ _ - - - - - - - � w. 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II I I I L J II I I I I I L 1178"AJS 0@16'0C r a ri L I I 1 ( I f N II I I I L J II i i I I I 11 I r r II 1 I I 1 I I L J I QI I I - - - - T - - - - - T - - - - - - �rr -1r "'I r- -1 r- -1 r- �r rr -�r rr -1 f- �r -Ir- �—r2x10PTL'IDGER �r - - - - - - - - - - - - - - - - - - - - - 2x10 PT LEDGER I rel w/3-LEDGERLOKS @I VOC Q w/ -LED ERLO S @i "OC 06; II I Q6 I I I I �6 II 1 1 I I II 3 Q p i l I I II II I I I I II Q I I I i t 2-2x1 PT 16"0 H IIr I II � II I I I II II I I I I II I I Q �I I QJ rQ Q 6rQ I I S W N E--' L 3-2Y40 PT-ill'- L- - - -J L - 1- -IL- -I - - - - - - - - - - - F(5=SAN), = T =====___- -�______ —JJ T Q Q`O6 2x8 PT LEDGER I 8 PT 16"0 w/3 LEDGERLOKS @16"OC C JL JL JL .r 2-2x8 PT II III III a Q66 NI II- - - - - - - - Q�6 �IIH III- - - - - - - - - - - W U w H� FIRST FLOOR FRAMING PLAN N w � 3 d H a� Ri FLOOR FRAMING NOTES: H 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. N 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A A MINIMUM OF(2)- 1/2"DIA BOLTS AT 16"OC OR(3)-1/4"o SELF TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE:/ 6 a 3-2x8 ,N' S2 ,91 N N O N 7 N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING ,, MA 01867 (781)779-1330 171 uJ L fy /P Yr V� Qnj MI - - - - - - - - C•D I I , I I ' co o �' I I ti� r -I-11 III 1 '(SOF NE1,VY0 i t @) p , I I Q3 I 1 1 n l 1 ��P ��E► w. wF •p J I�i J I I I I I I III Al J I I I III I C7 _ LLI I I I L -�- L 0 lAb Q3;L� I I I I I I III I I 117/8 JS2 16" CII III 111 I ry � r I I I III I I n '2-SPA N) Q� I II 1 1 I I r I I I III Qti I I I I I i t L I I I III I 0I la I I I In I M� ; Q� F P � � W j 1�4' L I j 1 1 B 1 1 2X10 LEDGER III III L w/3 LEDGERLOKS @ 16"OC III I �J #r- - -- - - - - - - - - I I I III I L I I I z l l l I n T m r0Zr W I I I I r I{ I I I UIII 1 r i L L I I I III I I I I- - - - - -I I- - - - - � I V1 I I I I I III - - - - - - - - -� - - - - - - -I L• - - - - � - - - - - - - - - - - - - - - - - - I I I L I I I III i 1 I I l- - - - - i - - - - - 1 r Qi I I I III I I H I 1 - - - - i i L _ I I I III i I I I I - - - - 4 L I I I II! I I Ll 1 1 �_ I- - - - - -I L - - - - � I I 1 1 r 1 I I I I I I III I- - - - - -1 L - - - - -I 1 I _ I I'LvL I I r Vul I { Ir -i l- -,- -1r IF L Z F— C')C') L I I I III I I I j I I I III I i - - - - - - - - - - - - - - - - - - 11 OpT6Y)C II M II 1 I I I I i l III I � IL I I I III I BW -91/4 LVL BW I I I II I --- ---- - --- —-I-- — I I I — A I I I II Q6 ,V J ,��6 Q� I I III ! ----------- Q 6 � I I IIS .1y 2-11718 VL— 11 8"AJ 10@ 1 "OC QR3 U - - - coo - - - - - I � i Y'le o c� I 7 N 1 o cD 2-117/8"LVL - I QJ Q P- -Iri coNALTw/TFLrr7-- L_ - - 1 L, 1 - _ -]l f- --1 f _ ,[L _ - =i(_ --i F- =1 - - _ y-I f_ - r- _-I_ L iI 2-2x8 I I I I 2-2x8 I W i x8@1 "0C I 1 2x8@ 6"6C R' 1 III 2x8 6"0C I v N I 66 CEILING 1 ^ � N' �'I CE 1(VG M 6 c") 0 111 6 \� 0 N 77 I 1 I ' I �• Q� Q� QJ QJ a c L7 w w U w F' O O a a SECOND FLOOR FRAMING PLAN �' W 1/4' = 1'-0" O 3 w w z FLOOR FRAMING NOTES: ti 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED-OGETHER WITH Q A MINIMUM OF(2)- 1/2"DIA BOLTS AT 16"OC OR(3)-1/4"o SELFTAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: i do a 3-2x8 S2 ,02 N N O N V N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 r Lr L+ W L nt ni 2x8 "OC PSE pF NEIN YO W. ltiFe�1*1 I, 6 n W Ary JL JL JL JL 2-2110 JL JL JL JL JL JL JL JL 2 10 JL JL JL JL O 1 4 5 i I .I �I ���6 - - - - - - m I � low LL ;z I U �I J L O coJ L Q i t r• ii J L r — m ,I L I I i it I T� O II Vl V Q 0 � I �I O II N - - - - - - _ C TII- - - - � I II I III I I II I III � I I III I I II I III J ^ I II I III L cv � I I III Q J L I r - � �I I I I III J ( I I III � L I S3.0 2 J L W HANGER -a III `3 NJ — — — — — — ^, r rn U N — — — — — — J L 1 r J L I I , r I I �6 QJ �6 J L y Cj IU C/) F"I 3-91/21VL I� ILL cv N fly I I I OPEN TO ABOVE—,, I c CONCEALED HANGER --------- ---- �� Tar— i t Q X4,3 H z II II I a II u u a u U o a Hi w CEILING FRAMING PLAN N N 1/411 _ 1�_0 U 3 FW V R FLOOR FRAMING NOTES: 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH Q A MINIMUM OF(2)- 1/2"DIA BOLTS AT 16"OC OR(3)-1/4"o SELF TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN a 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE:/ 0 S2 • 3N N O N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 E r.", ILI U u Z niA G, r-a � 4 rl r r r r r r r r r r r r r r r r r r r r r - 2 6@ 16' C EA I ERA TER rl a^. 1111 ra crLS90 LS9 QC14o -- --- ------------—------ pF NEIN N 2x12 VO N w J PY J I I u m -- 12-RI GE- J � SOF I N I I GABLE EA VE J ^ ---- � Q caw N Q OVERFRAME OVERFP,AME w _ w J -- W w � I I L I J L i II J A L I J co L L ----- T� L w 11 J N� I O I� L cr- _ I ----- L T� ----- VL O iw- ------ I _ I IF I L u- U V ------- [��- - - - - - - C —I- - - - � W L cv [I I I N N II I I I I L [I I I I L [I I I I I WI I I I I I CI I I I I L I €I I 1 2 - - - - - - -JJ G —� - - - � (� S3.0 L I L I I Q U L — — — — — — L 2-2X6 2-2X6 L I I 2-2X6 2-2X6 I I I I I I I I Q I I I r I I I I W L I I I r p, � , I I tO I I ( V � I I I rsL O ti I co Q -, Zo I i a LL � w N Ud I i L —2--2x12 `V -2x12 w I H I I Ir - - - - - - `L LSO L 90 NN �� - - - - - �`\I I i v- - - - - - r - - - - - - �' - -- -- - - - - == _ -_ _ II p r 2)6@1 "OC q I 2X6 16" C EA ERA TERS i EVE AFT RS !I II II ' II a Li u � U F ROOF FRAMING PLAN .a i/^ 1 11 = i 1_011 w R L `? O N N FLOOR& ROOF FRAMING NOTES: w 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. cn 2. ALL RAFTER TO HIP OR VALLEY CONNECTION TO BE MADE W/A MINIMUM OF 6-12d NAILS. 3 3. ALL CEILING TO RAFTER CONNECTIONS TO BE MADE W/A MINIMUM OF 8-12d NAILS. a 4. ALL RAFTER TO LVL RIDGE CONNECTIONS TO BE MADE WITH A MINIIAUM OF 6-12d NAILS EQSP AND F" Ri A SINGLE SIMPSON A34 FRAMING ANGLE UNLESS DETAILED OTHERWISE. F" O N 5. ALL VALLEYS AND HIPS TO BE CONNECTED TO RIDGES WITH A MINIMUM OF 12 EQSP 16d NAILS AND N A LS90 FRAMING ANGLE. 6. PROVIDE SIMPSON H2.5 HURRICANE TIES CONNECTING EACH RAFTER TO STRUCTURE BELOW. TIE N TO BE PLACED OVER THE OUTSIDE WALL SHEATHING. 7. EXTEND PLYWOOD SHEATHING UNDER ENTIRE OVER FRAMED AREA. a 8. AT OVERFRAMED AREAS EXISTING ROOFING MATERIAL TO BE REMOVED TO ROOF SHEATHING. 9. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETFER WITH A MINIMUM OF (2)- 1/2" S2 ,04 a DIA BOLTS AT 16"OC OR(3)-1/4"o SELF TAPPING LAG SCREWS @16"CC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN 10. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: 6 N 3-2x8 N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 SHEATHING (781)779-1330 Ir 2x EXTERIOR WALL 2x BOTTOM PLATE FLOOR SHEATHING SHEATHING 2x EXTERIOR WALL ENGINEERED RIM BOARD 2x BOTTOM PLATE A35 2x12 RIDGE (JOIST FLOOR SHEATHING 3/4"SUBFLOOR 2-2.r PT PLATE w/5/8"0 2-2x PT PLATE w/5/8"a ROOF SHEATHING � � ANCHOR BOLTS @ 4'-0"(MAX.) ANCHOR BOLTS @ 4'-0"(MAX.) w/3x3x1/d"PLATE WASHERSw/3x3x1/4"PLATE WASHERS L ' % 2x RAFTER • (JOIST ao � _+ r `� wn I-JOIST '* 2-2x PLATE w/1/2"0 ANCHOR BOLT @ 6'-0"(MAX) #4@24"OC EW LVL LEDGER w/1/2" CONCRETE SCREWS • #4@24" 12 10 10, TOP OF WALL CONDITION PARALLEL TO JOIST OF NEvV ��ap�� w, wF�O.Q�r- m Lu C�7 0 14 5 444 EQSP 444 EQSP 4"CONCRETE SLAB 4"CONCRETE SLAB 2x4 KEYWAY w/WWF 2x4 KEYWAY w/WWF 8-12d EQSP CONCRETE FOOTING CONCRETE FOOTING SIMPSON 2.5 HURRICANE 1� TIE,FASTEN TO OUTSIDE OF PLYWOOD SHEATHING 2x8 CEILING INSULATION INSULATION PER ARCH PER ARCH 2x6 EA VE RAFTER MSI HANGER 2-2x TOP PLATE (SEE PLAN) (SEE PLAN) 2-91/2"LVL n/ SHEATHING 2x EXTERIOR WALL II-�i11 � a 1 FCil UNDATION DETAIL SECTION 1.01 1 ^� _ 1 _0�- u ' � Q U A fil P, N d- W d � A 0 V� u M Q U fN S300 a U � N N N Qi d. r N N I- N 3 Qi a O O r f`l N O N K N