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Home My WebLink About46818-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#: 46818 Date: 9/14/2021 Permission is hereby granted to: Shivickas Jr, John 1700 Maze Hill Mews Virginia Beach, VA 23455 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 165 Anglers Rd, Greenport SCTM #473889 Sec/Block/Lot# 43.-1-3 Pursuant to application dated 9/8/2021 and approved by the Building Inspector. To expire on 3/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,384.40 CO-NEW DWELLING $50.00 Total: $1,434.40 Buie g Inspector � £ 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 ° .} n til 3 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete fF applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: C) I 0 ' S PROPER Name: _ 4 E SCTM# 1000- i-) 3 ProjectAddress: �� t� { � = i =s r -et LP�e Email: Mailing Address: OWACT OE00f. } g i Name: ( Mailing Address: Email: _ Phone#: 702-- 37 �� om� e— n6u;l 5 DESIGN 10 10�A i�iO��ATO� Name: 17 fA Mailing Address: r]�7 k o wq, Phone#: 63i- SLO 1 q'49 Email: CONTRACrOR INFORM4T,1014t Name: � 1 0 Mailing Address: Phone#: Email: DEKMPTION,OF:PR0 SED CONSTRUCrION —4ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition I Estimated Cost of Project: ❑Other $ i Will the lot be re-graded? E]YesUlvo Will excess fill be removed from premises? %Yes ❑No $ I : 1 PROPERTY INFORMATION � Existing use of property: Ucc yri-� Intended use of property: I— Fo Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes YNo 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 1 punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print Marne): `� n ��(AA0, �0 Authorized Agent ❑Owner Signature ofApplicant: 11 i Date: ` (((vvv STATE OF NEW YORK) COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing contract) above named, (S)he is the (Contracto ,Agen , orporate Officer, etc.) of said owner or owners, and is duly authorized to p rnn 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 day of , 202J ACEY L. O�` L -�atxm J "r i NOTARY PUBLIC,STAT-OF NEW YORK NcQy Public NO.01 D 6306900 QUALI—FiED IN SUFFUILK C OUI'r1 T a t (Where the applicant is not the owner) 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. ( Owner's Signature Date ) Print Owner's Name ) 2 Building Department Al2j2lication AUTHORIZATION (Where the Applicant is not the Owner) John Shivickas residing at 1700 Maze Hill Mews (Print property owner's name) (Mailing Address) Virginia Beach. VA 23455 do hereby authorize Bryan Nicholson (Agent) to apply on my behalf to the Southold Building Department. x I X UZI (ON,vner"s Signature) (Date) John Shivickas (Print Owner's Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Linda Shivickas residing at 1700 Maze Hill Mews (print property owner's nam (Mailing Address) do hereby authorize Bryan Nicholson (Agent) to apply on my behalf to the Southold Building Department. ri (Owner's Signature) (Date) Linda Shivickas (Print Owner's Name) To all nn Telephone(631)765-1802 54375 Main Road Fax(631)'765-9502 P.O.Box 1179 ar Southold, NY 11971-0959 iV BUILDING DEPARTMENT NOTICE OF UTILIZATION _OF TRUSSTYPE-CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND TIMBER C NSTRU ON Date-, £� _ - ° Location f r i ts Pleas!'!o'e notice that the (check applicable line): New commercial or residential structure Addition existing commercial r residential c r Rehabilitation to an ei i rci l or residential structure performedto be constructed or cproperty reference above w'll utilize (check applicableline): - Truss type construction (TT) Pre-engineered wood construction (PW) Timber construct' (TC) in the followinglocation(s) ( c lic l line): Floori , including it r s ) Roof r t ) Floor and roof framing Signature: , Name (person submitting this form): A Capacity(check lic line): Owner - Owner representative TrussRecrifi,doex Effective 1/1/2015 Generated by REScheck�Web Software Compliance Certificate Project 21-204 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area, 914 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 165 Angles Road Norman C. Lok, P.E. Southold, N.Y. 11944 Compliance: 5.8%Better Than Code Maximum UA: 295 Your UA: 278 Maximum SHGC: 0.40 Your SHGC: 0.27 The J 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. Envelope Assemblies . . Ceiling: Flat Ceiling or Scissor Truss 784 49.0 0.0 0.026 0.026 20 20 Ceiling 1: Cathedral Ceiling 176 19.0 0.0 0.052 0.026 9 5 Wall: Wood Frame, 16" D.C. 2,108 15.0 5.0 0.053 0.060 92 104 Door: Solid Door(under 50%glazing) 20 0.290 0.320 6 6 Door 1: Glass Door(over 50%glazing) 79 0.300 0.320 24 25 SHGC: 0.23 Window: Vinyl Frame 282 0.290 0.320 82 90 SHGC: 0.28 Floor: All-Wood Joist/Truss 960 19.0 0.0 0.047 0.047 45 45 Compliance 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. Name-Title Signature OF Date C 0 Project Title: 21-204 Report date: 09/01/21 Data filename: Page 1 of 9 REScheck Software Version gREScheck-Web Inspection Checklist 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 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. Section Plans Vedfled Fieldf I 'Plan Review Value Value 103.1, Construction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 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: Heating: ❑Complies 403,7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable i Additional Comments/Assumptions: 1'High Impact (Tier 1) 2 :Medium impact(`tier 2) 3 ;Low Impact (Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 2 of 9 Section Foundation Inspection mf i 910 -303.2x1 A protective covering is installed to ❑Complies V01112 protect exposed exterior insulation EJ-Does Not and extends a minimum of 6 in. below V grade. ;.[]Not Observable ❑Not Applicable 03, Snow-and ice-melting system controls ❑Comphes 112 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 Nigh Impact(Tier 1) 2 Medium lmpact (Tier 2) 3 I Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 3 of 9 Section Pleas Verified Field Verified # iFraming1 rough-in Inspection alt�e als�e Complies? Co eats/Asses ptions Req®ID! 402.1.1. Door U-factor. U- U- ❑Complies see the Envelope Assembles ;402.3.4 ❑Does Not table for values. [FR1]1 '❑Not Observable ( ❑Not Applicable 1402.1.1, Glazing LI-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 1402.3.1, average). q ❑Does Not table for values. 402.3.3, 1402.5 ❑Not Observable [FR2]1 ❑Not Applicable 1303.1.3 U-factors of fenestration products ❑Complies [FR4]1 -are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable []Not Applicable 402.4.1.1 .Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable '❑Not Applicable 402.4.3 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; 'or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable _ limits. .402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable I - =403,3.1 Supply and return ducts in attics ❑Complies j[FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable 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. .403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ❑Does Not `joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable _ applicable. ]403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not i � ❑Not Observable . ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]� above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable ;403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable :❑Not Applicable ;403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FRIB]2 >_R-3. ❑Does Not ❑Not Observable j ❑Not Applicable 1 ;High Impact (Tier 1) 2 iMedium Impact(Tier 2) 3 :Low Impact (Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 4 of 9 Section Pans Verified Field VerMed Framing I Rough-ifs Inspection lieComore su s Value Value ° ; 1403:6 Automatic or gravity dampers are' .,.' ccrtplie R192 installed on all outdoor air toes Not 'intakes and exhausts. mot Observable 3Not Applicable Additional Comments/Assumptions: 1 ,High Impact(Tier 1) 2 ;Medium Impact(Tier 2) 1 3 ;Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 5 of 9 Section iValue Plans Verified Field V g insulation fns i Complies? Com /Assumptions Value=303.1 All installed insulation is labeled ❑Complies RIN or the installed R-values �� ❑Does Not provided. ❑Not Observable t:Nob Applicable 1402.1.1, Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.6 Wood Wood ;❑Does Not table for values. i[IN1]1 Steel (�I Steel '-Not Observable `Not Applicable .303.2, Floor insulation installed per ❑Complies 1402.2.8 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 ail perimeter floor framing members. 1402.1.1, wall insulation R-values If this is a R- R- ;❑Complies See the Envelope Assemblies '402.2.5, mass wall with at least A of the iJ Wood � good '❑Does Not table for values. 402.2.6 wall insulation on the wall � bass : bass � [IN3]1 exterior,the exterior insulation l -]Not Observable requirement applies(FR10). 'feel t Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies i[IN4]1 manufacturer's instructions. ❑Does Not "TlNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact iter 1) i 2 ,Medium impact(Tier 2) _ 3 Low Impact (Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified Final Inspection Provisions 1 alt�e Valueoplies? Comments/Assumptions,. Re oii5 i 402.1.1, Ceiling insulation R-value. R R- ❑Complies See the Envelope Assemblies _402.2.1, E] Wood F-1 Wood ❑Does Not table for values. 402.2.2, Steel 402.2.6 Steel ❑Not Observable ![Fill' ❑Not Applicable 1 303.1.1.1, ;Ceiling insulation installed per ❑Complies 1303.2 :manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ;❑Not Observable ❑Not Applicable ;402.2.3 Vented attics with air permeable ❑Complies 3[F122]2 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- ❑Complies [F13]1 insulation >_R-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 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 1403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ftp ft ❑Does Not either: Rough-in test:Total 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 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. F403.3.2.1 Air handler leakage designated ::❑Complies [FI24]1 by manufacturer at <=2% of "�❑Does Not design air flow. -> ❑Not Observable 1❑Not Applicable j 1403.1.1 Programmable thermostats ❑Co plies j j[Fl9]2 installed for control of primary ]Does Not heating and cooling systems and i initially set by manufacturer to ❑Not Observable 'code specifications. ❑Not Applicable X403,1.2 Heat pump thermostat installed ❑Complies (FI10]2 on heat pumps. ❑Does Not j ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies JFI11]� systems have automatic or ❑Does Not I accessible manual controls. ❑Not Observable ❑Not Applicable 1 ;High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 7 of 9 Section i Plans Verified Field Verified Final Inspection Provisions Value Value � � plies? oents/Asses ptions i & Req.ID 403.6.3 All mechanical ventilation system ❑Complies [FI25]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 1403.2 Hot water boilers supplying heat ❑Complies j[FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. ;403.5.1.1 Heated water circulation systems ❑Complies I(FI28]2 have a circulation pump.The ❑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. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically € adjust the energy input to the [:]Not Observable heat tracing to maintain the [-]Not Applicable desired water temperature in the piping. 1403.5.2 Demand recirculation water ❑Complies [FI30]� systems have controls that ❑Does Not i manage operation of the pump and limit the temperature of the ❑Not Observable I water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 855.1. 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 i heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90% or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not -]Not Observable i ❑Not Applicable 401.3 Compliance certificate posted. ':❑Complies [F17]2 '❑Does Not ❑Not Observable ❑Not Applicable 1 ;High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 8 of 9 Section 2018 IECC Energy iz Efficiency =ME= MMMMMW Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 0.28 Door 0.30 0.23 Heating System. Cooling System: Water Heater: Name: Date: Comments Cleanout must be installed on the S.C.T.M. NO. DISTRICT: 1000 SECTION:43 BLOCK: t LOT(S):3 Septic tank inlet Waste line.All Utilities ' -- ---- _ require a 5ft minimum separation to - CF` i TGMSthe septic system. v I 'ONLYME , i I jE - I PNM_ 'M OSB x PROPOSED f 4 BEDROOM SYSTEM 1 zN_-MC Ti �) A€ 'ti N FDF 1250 OAt ST - i W*t UBL IC WATER PANAGID7tS RDDAMlS (2)80x6'DEEP L.P. 84050, 01,E 100.00 -- RP A S a.ED I ,jL t NY= AL,= NE - EL 1 1.9 `I 1 - Pt - �y 1 0.3 Y[32.32.3� s SILT FENCE e T I v "'. - `D ' i '- I DWELLINGS DWELLINGS - -^ ? M'N \ $ 1WJPUBLIC WATER 35.u_ 12.5 U.0 ; Aj: BL r WATER - 1 =�> ) -1 COVERED z _ - .r, IT/�!'*'�� i50' € ter- ..�._"( I I PORCt7 l!� e a - y 4 3 5x6 asox. PPOPOS G ° D S.11.x AAAI Z �-� AND N_iP �} 1 .� ,� , Y }� LP CANDACE KURTZ �' 1 `"I` Ia_11ir--' i I4s.u) SILT FENCE ALONG ! PROPOSED LIMIT -. IzI G.{ ! 1 ;v,�/ `E,yp I i Of DISTURBANCE i 1 EL 11.7 6600 S.F.t {12.5} EL 11,3 r s R PROPOSED D Lrrv=`T r '� .STAGING AREAi AND CONSTRutTION `• ^Via"" --- -�- : ENTRANCE VACANT 1 DRY ! Y1 s 65' € rt t Y t \WELLI (g ` DWELLINGS �. ,Wq - W/PUBLIC WATER R S£RVC fl 150" LAND NJF OF — i MARK LUPARD! EL 11 4 S i - (12.5; GRADE 2.5= CONCRETE WASH OUT AREA IN BED OF PROPOSED DRIVEWAY. '��' (10.51) {70.31 ?250 ;49.87, 1.0) r {1 S.T. {9.wjDWELLING 8L.P. i �, WA TER! R IJ O ' HIGHEST WATER 2.0 ccorur:�c � TYPICAL CLEAN OUT - SLATE OR STOPPER END ELEV. 17.3 ; SUITABLE Cu;`R > OR PLUG OL ' BROW O.5' r maEawr. _- lY r: rANDY LOAM! i �= —I DRAINAGE CALCULATIONS: BROWN sM wxxwo rj 30' ELBOW N oxELUNG FD ,-�- -SQ.FT. BROWN ice'i REQ. S --80' WYE 8)ORNEWAY- SQ.Fr,r SP i MEDIUM 3Z' 3 _ ,(.T _ I, 340 0.188 97 t REO. 217 CF TOTAL REQ. FLOW-- — SAND ' PALE l� TYPICAL DRYWELL CROSS`aE'= - 3 MEDIUM (GONG.PRECAST 00VPOII _ - i SAND I 4.9` i r sr3 rov xrx-xnvnc s�aano F �,L - - EL 0.9 WATER i HIGHEST EXP.EL 2.0 0. ' JCA�� s,� NI'' ' At,. SW PALE g � x GAIL AND/OR i«.�., t—^n 2 MEDIUM 6.0, 1 FEMGNG [ CI G u iJ` s SAND --78.4' j JUNE 17,2021 K.WOYCHUK LS NON—CONFORMING LOT f FRONT YARD: 35'MiN EURs mOwwRON#cc Pum REAR YARD: 35'MIN s'a'siowE eicrm oR ur.;IK7 o.o.T.ArvRovm R,c t SIDE YARD: 10'MIN 257OTAL TO w Aaa.'E I C mu.AR BACK RU_h4iSIItWL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL '€ TO BE j CLEAN SAND AND GRAVEL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 6,659.96 SQ.FT. or 0.15 ACRES ELEVA77ON DATUM: NAVD88 € UNAUTHORIZED AL 7ERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SUR LEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN € ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NST7TUVON, GUARANTEES ARE NOT TRANSFERABLE. ?HLT S -r -:DIMENSIONS 5HOWN FIZZ.,vi —1--OM v ROP s°`C.h S C 4' _,S R,:5 ARE F SPE Ir P R'r,cF AND -?5TI-FRE_t`,� NE - I 0 r 'N �' TMONUMENT r H E PRO a Y S x COILE THE ERECPON LX TEF 0N `-QU Uric A:DHP � �` Pf--�j � ^`TS a AND OR SUBSURFACESTRLb .FRES P_.-OPOE_- OR L'eFECORDE.. E..r ,.t>NOT GIJARAN UNLESS "rS.'CALL EW EN. . ON :?+E PREMISES = 7-.E .[}v+E O. SLIR; i n SURVEY OF:DESCRIBED PROPER $ CERTIFIED TO: BRYAN NICHOLSON; MAP OF: ] FILED: -` - SITUATED AT:GREENPORT TOWN OF:SOUTHOLD KENNETH tib WOYCHUK LAND SURVEYING, PLLC! SUFFOLK COUNTY, NEN! YORK } �; Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX(831) 298-1588 FILE #221-100 SCALE:7"=20' DATE: JUNE 8, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 1.aemieasy 8 Kenneth M.Bcychuk I 7 IY3 �� SSe.��s � Rv WALL SHEATHING TO EXTEND TO TOP OF TOP LOCATION DESIGN LIVE LEGEND PLATE LOAD, P5F NEW FOUNDATION GWB TO COMPLY WITH 8"102.1, 87APER RB01. 02.3, TABLE R-f02.1 2 NON-SLEEPING ROOMS 05) NEA PARTITION ( ) SLEEPING ROOMS 3o EXIST. PARTITION DEFLECTION OF ALL MEMBERS COMPLIES WITH ROOF + 20 DEMOLITION PARTITION / FOUND. CLAUSE R301.1 NYS RESIDENTIAL CODE ATTIC WITH FIXED STAIR 30 CJD NEW SMOKE DETECTOR ATTIC, WITH STORAGE 20 HARDWIRED WITH BATTERY ALL DETAILS ON THESE PLANS PROVIDE A ATTIC WITHOUT STORAGE 10 ® BACKUP CONTINUOUS LOAD PATH. DECKS 40 NEW COMBINATION OR SEPARATE J BUILDER TO VERIFY FIT OF ALL SIMP50N G ARD514 HANDRAILS 200 GO/5D SMOKE / CARBON MONOXIDE CONNECTORS BEFORE OBTAINING THEM. DEAD LOAD FOR ALL = 10 PSF PER R301.4 DETECTOR(5) HARDWIRED WITH !� + PER 8301.6 ® BATTERY BACKUP i DES16N PRESSURE RATING OF WINDOWS TO BE © NEW HEAT DETECTOR HARDWIRED DP-30 MIN. ALL GLAZING TO BE HIGH PERF. ANDERSEN 400 SERIES WITH BATTERY BACKUP LOW-E4 TYPE WITH SIMULATED DIVIDED L16HT GRILLES. L.B. WW ALL LOAD BEARING ALL ALL R.R. at STUDS TO ALIGN TO ALLOW PROPER DOUBLE HUNG MAX U=0.30; MAX SH60=0.28 CONNECTION OF H2A CONNECTORS CASEMENT MAX U=0.211; MAX 51-150=0.29 T.B.M. TO BE MAINTAINED 5F'EGIALTY MAX U=0.28; MAX 5H60=0.30 ® POST TO BELOW STAIR TREADS TO BE 9" PLUS 3/4" NOSING MIN. 4 ANNING MAX U=0.29; MAX 51-160=0.28 RISERS TO BE MAX. 8-1/4" PER 8311. NOSING, 15 HINGED FR. DOOR MAX U=0.30; MAX 51-160=0.21 ❑ POST FROM ABOVE NOT REQUIRED WHERE THE TREAD DEPTH 15 A MIN SLIDING FR. DOOR MAX U=0.30; MAX 51-1G0=0.23 �.'(' PRESSURE TREATED OF II" PER NFRC CERTIFIED VALUES FOR ANDERSEN PRODUCTS. ''"IDG DOUBLE HOT DIPPED ALL INSULATION TO HAVE VAPOR BARRIER TABLE R301.1 GALVANIZED FACING HEATED AREA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS V.I.F. VERIFY IN FIELD, IF DIFFERENT E GLAZING WHICH IS 5'-0" OR LESS ABOVE STRUCTURAL MEMBER DLLOAABILNFL FROM PLAN CONTACT DESIGN STANDING SURFACE OF TUB/ SHOWER SHALL BE Rafters having slopes greater than 3/12 L/180 PROFESSIONAL TEMPERED 6LA55. with no finished colling attached to rafters Q,G, POURED CONCRETE Interior walls and partitions H/180 n JOIST HANGER W/ REOV GLAZING WITH AN INDIVIDUAL PANE GREATER Floors and elostored cellin s L/360 XXX CAPACITY IN LBS. THAN 9 S.F. AND A BOTTOM EDGE WHICH 15 LE55 Al' other structural members L/240JOIST HANGER W/ 600 LB. THAN 18" A.F.F. SHALL BE TEMPERED GLASS. Ext-tor walls with plaster or stucco H/360 TECO CAPACITY (MINIMUM) finish WOOD I-JO15TS TO BE INSTALLED IN Exterior walls -- wind loads with L/240 REPLACEMENT OF EXISTING ACCORDANCE WITH MANUFACTURER'S brittle finishes DIRECT CONSTRUCTION, WITH LIKE KIND INSTRUCTIONS. INSTRUCTION MANUAL TO BE KEPT Exterior walls -- wind loads with L/120 REPLACEMENT AND QUALITY, WITHIN SAME AT JOB SITE. f lexlble finishes STRUCTURAL OPENING NOTE: L= span length, H= span height. O.T.P. OWNER TO PROVIDE i SIMP50N CONNECTORS MAY BE REPLACED BY a -�e wind load shall be ermitted to be taken as 0.1 times EQUIVALENTS. p th,� C-omponent and Cladding loads for the purpose of the MULTIPLE SGL BEAMS (MICROLAM ETC) TO BE dea•termining deflection limits herein. ASSEMBLED 4 INSTALLED PER MANUFACTURERS SPECIFICATIONS. ENERGY COMPLIANCE NOTE: TO THE BEST OF ALL FRAMING LUMBER TO BE DOUGLAS 1iY KNOWLEDGE, BELIEF 4 PROFESSIONAL FIR-LARCH #2 OR BETTER. JUDGMENT, ALL WORK UNDER THIS APPLICATION IS IN COMPLIANCE WITH THE .; FIRE BLOCKING 4 DRAFT STOPPING RE= PER ENERGY GORE REFERENCED BELOW. r; 8302.11 8302.12 4 R5022.2 STATE OF NEW YORK PLAN REMIREMENTS: CODE ANALY515 I. THE STANDARDS USED FOR THE DESIGN OF THF BUILDING ARE THE 2020 BUILDING CODE OF NEW 8/10/21 1 FOR FILING YORK STATE (BGNYS), 2020 RESIDENTIAL CODE OF NEW YORK STATE (RGNYS), 2020 ENERGY DATE: ISSUE NO. DESCRIPTION CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCGNY5) AND 2020 EXISTING BUILDING CODE OF NEW YORK STATE (EBCNY5). 2. THE AREA OF THE PROPOSED FIRST STORY LIVING SPACE 15 c114 50. FT. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND THE AREA OF THE PROPOSED SECOND STORY LIVING SPACE IS Sgcl.I2 50. FT. DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. OF ted. 3. PLEASE SEE TABLE R30I.2(I) BELOW. NO ALLOWANCES SHALL BE _ MADE IN BEHALF OF THE i 4. QTY. WINDOW TYPE 'PROVIDES EGRESS? PASSED MISSILE TEST? CONTRACTOR FOR ANY rt�� 14 TWHIS PART. 210410 DOUBLE HUNG YES NO ERROR NEGLECT ON ' I TW3432 DOUBLE HUNG NO NO CONTRACTOR TO CHECK ALL I TW2452 DOUBLE HUNG NO NO LUMBER TO ENSURE THAT 3 AW31 AWNING NO NO THE GROWN FACES UP ""' 2 AN251 AWNING NO NO s I EE BEFORE INSTALLATION. 4 AN31 AWNING i NO NO =A �_:... JL DRAFTWG, INC. NOTE: COMPLIES WITH EGRESS (R 310) 4 LI&P.T t VENT (R303) r I, -_ ` �sf� ��4• fted DRAFTSMEN All Types Of Plans Dra QTY. DOOR STANDARD TYPE Providing The Finest In Affordable FIN15H WORK NOTES: I 3068 EXTERIOR DOOR I. Trim, moldings, casings, window frames, etc. shall match existing unless otherwise noted on drawings. 2668 STANDARD INTERIOR DOOR Drafting&Expediting Svcs" II. All Gypsum Board walls and callings shall be taped, spockled, ready and acceptable to Owner's painter unless otherwise I 2868 PKT POCKET DOOR dpi DECK NOTES: agreed to by the owner. 1 2868 STANDARD INTERIOR DOOR III. Contractor shall provide wood steps to rade. Number of steps as required b code. All deck lumber to be pressure 2 6068 5L. GL. DR. SLIDING GLASS DOOR www.jldrafting.eom ' All work shall conform to the requirements of The Residential Code of New York State and shall conform to the p p g p q y P 707 Suite A Route 110 - Farmingdale N.Y. 11735 treated. 4 2068 STANDARD INTERIOR DOOR � t c�commendotions of the New York State Bvildino Code Manual. All work shall also conform to the requirements of any other (631) 843-1949 (718) 224-0001 • Fax (631) 843-8190 ? ^uthorities having�urlsdlctlon. i'ne contractor shall obtain and arrange for all required permits, Inspections, certificates and IV. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water drainage 2 4068 SL. GL. DR. SLIDING CLOSET DOOR 1 :.e- he system. 1 1468 LIN. CL. DOOR :2. All concrete work shall conform to the requirements and recommendations of oaf-301-54 "Specifications for Structural V. Contractor shall seal and prime all doors Immediately upon installation to avoid warping. I' VI. See table above for maximum U and SHGG values of windows and doors that are part of thermal envelope. REScheck 5. PLEASE SEE THE ATTACHED RE5check PRINTOUT FOR ENERGY CODE COMPLIANCE. NORMAN I �/ Concrete for Builders" (fc=3500 PSI);reinforcing steal shall conform to ASTM A-615 Grade 60. valvas shall su arcade general notes. I`lORMl"�t1�4 �. L01�/ F.E. 3. All deck lumber shall be pressure treated Southern Yellow Pine #2 or better, 0.4 PGF minimum. p 9 6. PLEASE SEE THE NAILING SCHEDULE PG A-3. 4. All foundations shall rest on undisturbed soil of 1.5 tons/s ft. bearingcapacity. Contractor shall verify the level of VII. Glass 1n doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other moterlols as q' y to minimize effectively the possibility of injuries to persons In the event this glass Is cracked or broken. 7. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE acceptable bearing strata In the field. VIII. All new windows shall be erma-shield finish in white as manufactured Anderson ora roved equal - furnished with SHOWN ON THE FLOOR PLAN. NY5 LICENSE NUMBER 08Ci525 5. The contractor shall verify all existing conditions and dimensions before starting construction and shall notify the Engineer p � pp q of anu ambiguities or discrepancies before proceeding with the work. If any questions arise before or during constructlon insect screens, grilles,jamb extensions, trim. etc. with 5/8" insulated glass unless otherwise agreed to. 8. CONTRACTOR TO VERIFY WINDOW 4 DOOR SIZE AND QUANTITY MATCHES PLAN. IX. Window manufacturers shall certif that their products meet minimum "U" values Indicated and air Infiltration rates. X01 ROUTE 110 SUItE; A-I as the. ;ntent or details of the drawings, the contractor shall notify the Engineer for clarifications and/or instructions. If the y p contractor fails ':o follow the above procedure, he shall assume responsibility for the consequences of his actions and/or X. The mechanical system shall be Installed in accordance wlth chapter 12-24 of the Residential Code NY State. FARMINGDALE, NY I I�35 TABLE 8301.2(1) CLIMATIC AND 6E06RAPHIG DE516N GRITi=RIA A. The plumbing system shall be Installed In accordance wlth chapter 25-32 of the Residential Code NY State. Please certify, I" decisions. that the existing H.V.A.C. can support the new addition. TEL: (CBI)-155-7c= 6. The owner shall arrange for supervision of the construction work to Insure compliance wlth the contract documents. g pp GROUND WIND DE516N SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN }, XII. The electrical equipment and wiring shall be Installed In accordance with chapter 33-42 of the Residential Code NY State. FREEZING ANNUAL FAX: (651)843-8I cf O ! T. Written dimensions shall have precedence over scaled dimensions. SNOW WIND-BOURNE DESIGN DESIGN UNDERLAYMENT HAZARDS 8. All foist hangers used with treated lumber to be Simpson Z-Max (6185 GaIvJ or equivalent. XIII. The skylights are to comply with section 8308.6. SPEED TOPOGRAPHIC SPECIAL WIND FROST LI ( ) INDEX TEMP LOAD ,� ie DEBRIS ZONE GAT'E60RY WEATHERING DEPTH TERMITE TEMP REQUIRED * ie �, XIV. The minimum Insulation thickness for H.V.A.G. pipes shall be Installed In accordance with section N1103.5. (MPH) EFFECTS ( ) REGION ( ) (,�) ( ) ( ) CONCRETE FOUNDATION NOTES: XV. The minimum insulation thickness for hot water pipes shall be installed in accordance with section N1104.5. XVI. in all framed walls, floors and roof/ceiling comprising elements of the building thermal envelope, a moisture vapor 130 I MILE FROM - - I. All footings shall bear on virgin soil having a minimum bearing capacity of 3,000 Ibs per square foot. All exterior footings retarder shall be Installed on the warm-In-wlnter side of the Insulation In accordance with section R318. 20 PSF ULT. NO NO B SEVERE 36" MOD-HEAVY 15 F YES COAST � PROJECT TITLE: shall be a minimum of 3'-0" below grade unless noted otherwise in plans. Piles may be required depending upon local XVII. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 with a smoke-develpoment FIRE ISLAND conditions. At the discretion of the engineer a separate foundation plan by a licensed soils engineer may be required. A Index of not greater than 450 In accordance with section R515 and Insulation shall have a flames read Index of not greater soil boring stating bearing capacity Is required to confirm these and water table conditions. than 25 with smoke-developed Index of not greater than 450 In accordance with section 8316. Wall and telling finishs to ("') DESIGN CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLIGL E FOOTNOTE 11. All existing fill, roots, and other unsuitable bearing material shall be removed and footings carried to the bottom of such comply with 8315 and R316, NY State Res. Code. PLUMBING NOTES: G excavation. Contractor to verify assumed soil be capacity and assume full responsibility for same. A soil boring stating XVIII. Interior wall covering shall be Installed In accordance with section R"102.3 and exterior wall covering shall be Installed lin ✓ bac-Ing capacity is required to confirm these and water table conditions. Contractor to notify the designer of any soil accordance with section 8703.4. I. All plumbing work shall be in strict conformance with all state and local codes. APPROVAL STAMPS variation or condition adversely affecting assumed bearing capacity prior to the pouring of any footings. XIX. Asphalt shingles shall be Installed In accordance with section R505.2. 11. Hot water heater shall have a maximum temperature setting of 120 degrees F. III. Provide water supply lines to a new refrigerator as required by manufacturers epee,lflcatlons. 165 ANGLERS ROAD III. Mln!mum compressive strength of concrete at 28 days to be as follows: XX. Double floor foists required under parallel partitions and all bathrooms. A. Footings, piers, foundation walls: pc = 3,500 p.s.i. stone concrete. XXI. A minimum of 90 percent of the lamps in permanently Installed lighting fixtures shall be high-efficacy lamV ps. . Provide Insulation on all new piping as required by code. SOUTHOLD, N.Y. I IG44 B. Slab on grade: pc = 3,500 p.s.l. concrete per R402.2. XXII. Simpson Strong-Tie products are specifically required to meet the structural calculations of the plan. Before substitution„ V. Water, soil or waste pipes Installed in exterior walls, attics or crawl spaces shall be protected from freezing temperatures G. Superstructure, slab: pc = 3,500 p.s.l. stone concrete per R402.2. confirm load capacity based on reliable published testing data or calculations. The Engineer shall evaluate and give wVI ritten pipe Insulation wlth a minimum R-value of 5. D. All Concrete to have air entrainment of 5916 to -T% per R402.2 approval for substitution prior to installation. V. Remove and relocate all existing piping as required to assure the proper execution of the work. IV. Anchor bolts shall be set approx. one foot from corners. Set anchor Bolts on either side of all openings and minimum of VII. Below ground waste lines shall be E.H.G.I. piping. two bolts In any one sill. ROOFING NOTES: VIII. Potable lines shall be type "L" copper. V. Perform required alteration to existing concrete. New work Installed adjacent to and connecting with present work shall 1. All metal flashing where called for on plans shall be copper or aluminum. IX. All gas or oil piping required shall be performed by the plumbing contractor. match existing. Joints between new and existing work shall be trowelled smooth and even. Provide expansion points. Il. Contractor shall provide gutters and leaders as required and shall connect them to approved storm water drainage system. X. Sanitary disposal system shall be County Department of Health Service approved for design and Installation. DRAWING TITLE: VI. Provide continuous non-metallic termite shield with all Joints sealed alone perimeter walls and shielded termite collars at III. All exterior openings shall be properly flashed. A. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. plumbing pipes In crawl spaces unless otherwise noted. IV. All work shall bear a written one (1) year guarantee from Roofing Contractor from the date of Owner's acceptance. XII. Water main must be 7'-O" away from the sanitary disposal system and 4'-0" deep. VII. Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shall not XIII. See Notching and Drilling detail prior to cutting or notching any framing. exceed a slope of one vertical to two horizontal. V. All roof Intersections to have flashing to extend 8" (measured vertically) above flat roof. VIII. Back fill shall not be laced against foundation walls until the concrete Is of sufficient strength and until the walls are VI. Built up roof Is to be of 3-ply built up roof with gravel topping, ties Into existing. GENERAL NOTES: GG p g g VII. Roofing shall be either 235# square asphalt shingles over 15# felt or 3-ply mineral surfaced spec. #423-WMD as I. Engineer Is not responsible for job supervision. PROPOSED D properly braced top and bottom by the horizontal floor or by adequate temporary bracing. manufactured Owens CorningFiberglass Corp. ra roved a uol. (2 erma lies with I erma-ca sheet 200# square.) IX. Concrete Foundations shall be poured continuously. If pour is Interrupted a Vertical key shall be provided. Horizontal g p' pp q p p p pm Construction J.L.to of left open until the local building department official has visited the site and Instructed that construction NEW ONE FAMILY DWELLING VIII. Now work shall tie in and lap as to prevent leakage. may continue. . Drafting, Inc. Is not responsible for the scheduling of Inspections and can not be held liable for costs to } points are not permitted. IX. All exterior nailing shall be aluminum or galvanized. X. Contractor shall verify dimensions and locations of slots, pipe sleeves, Inserts, anchor bolts, electrical conduits, etc. as expose construction as required for Inspection. X. Flashing to be provided at all roof penetrations, pipes, vents, skylights, chimneys and roof ventilators. Flashing to be lilt Contractor to verify adequacy of existing foundations, bearing walls and headers to bear new construction. required for trades before placing concrete. provided at hips, ridges, valleys, changes of roof slope, gable ends and top of foundation walls. Flashing against a vertical W. Contractor to confirm that all asbestos Insulation has been removed from the premises by a licensed asbestos removal A. Concrete: work Included; sidewall shall be by the step-flash method. company before the start of construction. A. All footings, foundations, steps, platforms, etc. as per drawings. A. A cricket or saddle shall be Installed on the ridge side of any chimney or penetration greater than 30" wide as measured V. These drawings have been prepared by or under the direction of the undersigned and to the best of the undersigned's B. All concrete slabs. perpendiculot to the slope. Cricket or saddle coverings shall be sheet metal or of the some material as the roof covering. knowledge, belief, and professional judgment are In compliance with the New York State Energy Conservation Construction G. All other works as required by drawings. Al. Install shims to provide for roof venting In flat roof areas. Code and the Residential Code of Naw York State effective 5/2020. D. Set anchor Bolts. XIII. All interior leaders are to have I" foam sound insulation over PVC, piping. DRAWN BY: DRAWING NO. XII. All forms to be left in place for a minimum of 3 days after completion of pouring. p p g' VI. It Is a violation of the New York State Education Law for any person, unless acting under the direction of a registered N.F. XIII. Damp Proofing: Work Included: CORROSION PREVENTION NOTES: i Architect ora licensed Professional Engineer to alter any Item on this drawing. All alterations must be made in compliance with A. All surfaces to be damp proofed shall be dry, clean and smooth, free of dust, dirt, voids and cracks and shard the New York State Education Law, and Construction Code. The undersigned professlonal whose seal appears hereon assumes CHECKED BY: New types of pressure treated lumber are much more corrosive to metals than GGA. no responsibility for any such alteration or re-used without his written consent. projections. The following Is req'd: VII. The liabilityof JL Drafting, Inc. b Norman Lok P.E. Interrante for errors, omissions and/or negligence resultin In personal B. Allow 24 hours prior to backfilling. I. All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 Galvanized) when contacting pressure, treated lumber g p N.G.L. G. Apply mastic emulsion only when temperature Is 416 degrees and rising and In dry weather. p p g yp g p injuries, property damage, or any consequential damages Is limited to the amount of the fee paid for these drawings. The s. minimum). retention or use of all or any part of these drawings will constitute acceptance of this limitation of liability. JL Drafting, Inc. 4 SCALE: D. Apply Gelotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl spacei 2. If contacting AGZA or ACO-D Chloride pressure treated lumber or If used in or near waterfront locations, all Simpson Norman Lok, P.E. Interrante have no Iiabllit to arsons other than the client for whom these drawin s were prepared. Anyone I E. Mastic shall be applied of the rate of 1/8" thick wet. connectors, straps, hangers, etc. to be stainless steel type. y p g p p y XIV. Contractor to underpin any existing foundation walls abutting new foundation walls, footings or excavations with a p 9 yp other than JL Drafting's clients who relies on these drawings does so at their own risk. Copyright 2021 JL Drafting, Inc. AS SHOWN minimum IG," wide single pour footing to a minimum of 36" below adjoining grade unless noted otherwise in plans. 3. Z-Max may be used If double Grace Vycor deck protector membrane barrier Is provided (see www.strongtle.com). VIII. The Issuing and / or granting of any certificate of use or occupancy is totally and completely under the control of the XV. Contractor to provide a minimum of 84.5 rigid insulation (vertical) as required for frost-protected footings in heated 4. Termite shield to be copper type. town, village, city or county government. Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no responsibility for the issuing DATE: PROJ. NO. 5. All nails into pressure treated lumber to be double hot dipped galvanized type. and or granting of any certificates of use and / or occupancy. 0a/I 0/21 21-204 buildings per Table 8403.3. a LEGEND NEW FOUNDATION P.T. 61RDER NEW PARTITION (SEE PLAN FOR SIZE) NOTE' EXIST. PARTITION SIMPSON 5052-2/4Z, 5052-3/6Z, B04Z OR BG6Z P05T GAP DOUBLE FLOOR JOISTS UNDER NEW BATH AREASDEMOLITION PARTITION / FOUND. (3)16D NAILS INTO EACH SIDE OF POST 51;0 NEW SMOKE DETECTOR o (3)16D NAILS INTO EACH SIDE OF GDR. HARDWIRED WITH BATTERY \_ 0 9 PER SIMP50N STRON& TIE SPECIFICATIONS ® BACKUP SIMPSON H4Z, H5Z OR H8Z CONNECTOR O (TOTAL OF 12 160 COMMON NAILS) SIMPSON H4Z, H5Z OR H8Z CONNECTOR ® Ib O.G. NEW COMBINATION OR SEPARATE 4 0160.0. ALL NAILS TO BE HDG (SEE PLAN FOR SIZE b NAILIN6 REOV) (SEE PLAN FOR SIZE 4 NAILIN6 REQ D) G0/%JD SMOKE / CARBON MONOXIDE -411X4" OR 611X6" P.T. WOOD POST .1 I ® BATTERY (5) HARDWIRED WITH (SEE PLAN FOR SIZE) SEE CORROSION PREVENTION NOTES SEE CORROSION PREVENTION NOTES SEE CORROSION PREVENTION NOTES .I I I.1 NEW HEAT DETECTOR HARDWIRED �` I �/� I I `� �/� /'� I I 1.11 I I \U WITH BATTERY BACKUP SII " I FISO I `� S I ROI `�� TIE 5 I 1 " I FSO I `� ST 0 I `4� TIE SII " I FSI./ I `� STRO I `�� TIE .11 1'1 I.I 1'I L.B. NALL LOAD BEARIN6 WALL '1 k -. d E- - E_ _ - - -. � T.B.M. TO BE MAINTAINED D .J . TO &RD . DETAIL OST GAF DETAIL FORCH RR TO HEADER DETAIL WALL BRAGIN6 I 1.1 �.I 1.r REQUIRED AT �I I I I I I I I 11 ® P05T TO BELOW 1/3 POINTS 0 POST FROM ABOVE N.T.5. N.T.5. 11 11 11 I I 11 P.T. PRESSURE TREATED N.T.S. ,� I I �•i ffl I I HD6 DOUBLE HOT DIPPED 411X4" OR 611X6" P.T. POST _ GALVANIZED (5EE PLAN FOR SIZE) HoLDowN Ar ENDS � W.F. VERIFY IN FIELD, IF DIFFERENT SIMPSON P5544AZ OR PB566Z P05T BASE OF SHEARWALLS FROM PLAN CONTACT DESIGN oFASTEN WITH (12)160 COMMON NAILS, PROFESSIONAL . 0 6 ON EACH SIDE PIPE OR OTHER EXTERIOR WALLS TO BE SHEATHED WITH 3/8" GDX PLYWOOD P.C. POURED CONCRETE ° ALL NAILS TO BE HD6 PENETRATION STRUCTURAL PANELS (MINIMUM WOOD STRUCTURAL PANEL SPAN n JOIST HAN6ER W/ REG'D P.G. FTG. ° (SEE PLAN FOR SIZE) SEE CORROSION PREVENTION NOTES RATING OF 24/0) ON TH'z EXTERIOR ATTACHED WITH 6D XXX CAPACITY IN LBS. • ' COMMON NAILS (2.0" X 0.115") AT 6" O.G. AT PANEL ED&E5 AND JOIST HANGER W/ 600 LB. 3/4" PLYWOOD 12" O.G. IN THE FIELD, AND 4' X 8' I/2" GYPSUM WALLBOARD ON TECO CAPACITY (MINIMUM) P05T TO BE CENTERED OVER FOOTING FLOOR (2) 2"X4" TOP PLATE THE INTERIOR INSTALLED VERTICALLY ATTACHED WITH 1.5" GALVANIZED ROOFIN6 NAIL 1.5 LONG GALVANIZED STAPLES REPLACEMENT OF EXISTING o a° .a..o OR 1.25" TYPE W OR 5 5GREW5, 1" O.G. AT PANEL ED6E5 AND DIRECT "' I" CLEARANCE REQ'D CONSTRUCTION, WITH LIKE KIND 9b.a 9b 1" O.G. IN THE FIELD. SHEATHING SHALL BE CONTINUOUS FROM REPLACEMENT °O'0 o .'O.eb� . 40.0;°- ,` BETWEEN POST BOTTOM d FT6. AND QUALITY, WITHIN 5AME ° . .O. % 2'MINI COVER THE BOTTOM PLATE TO THE UPPER TOP PLATE, WITH ALL PANEL STRUCTURAL OPENING EDGES OVER FRAMING. S I 'f�/I FSO I 57RO I� 7 I E FO ST T� Q,"(' OWNER TO PROVIDE L EXTERIOR �NALL i . OOTINO C/ONNEC,,TION DETAIL APPROVED NON-GOMUSTI LE FRAt,--1INr_-.7 DETAIL FIRE STOP MATERIAL. N.T.S. DATA I L. FOR FIRE STOi= N.T.S. 05-W5P BRACED WALL FRAMING COMMONLY 0502 RCNYS 2020 CODE REFERENCES R31�.3.1 Exceptions: 8/10/21 I FOR FILING 1. 1/2-inch-diameter (12.-1 mm) or greater steel bolts. 8310.5 Dwellin additions. 2. Fasteners other than nails, staples and timber rivets shall be permitted to be of mechanically DATE: ISSUE NO. DESCRIPTION 8302.7 Under-stair protection. Enclosed space under stairs that is accessed by i door or access panel Where dwellin gadditions occur that contain sleeping rooms, an emergency escape and rescue opening deposited zinc-coated steel with coating weights !n accordance with ASTM B 615, Glass 55 minimum. shall have walls, under-stair surface and any soffits protected on the enclosed side with I/2-Inch (12."1 r^^!) shall be provided in each new sleeping room. Mere dwelling additions occur that have basements, an The window Window opening control devices. Window opening control devices shall comply with ASTM F 2010 3. Plain carbon steel fasteners In sBX/DOT and zlnc borate preservative-treated wood in an interior, dry gypsum board. emergency escape and rescue opening shall be provided In the new basement. The window openin� control device, after operation to release the control device allowing the window to environment shall be permitted. ; R3a3.7 Interior stairway Illumination. Exceptions: fully open, shalreduce the net clear opening area of the window unit to less than the area required 8311.3.2 Fastenings for wood foundations. g CONTRACTOR SHALL VERIFY Interior stalrwa s shall be provided with an artificial light source to Illuminate the landings and treads. The Section R310.2.1. F � y p g 9 I. An emergency escape and rescue opening Is not required In a new basement that contains a sleeping � Fastenings, including nuts and washers, for wood foundations shall be as required In AFPA PWF. ALL FIELD CONDITIONS AND .5�,4 N SECTION R317 PROTECTION OF WOOD AND WOOD-5A5ED PRODUCTS AGAINST DECAY light source shall be capable of Illuminating treads and landings t0 levels of not less than ( foot-candle (II room with an emergency escape and rescue opening. 8317.3.3 Fasteners for fire-retardant-treated wood used In exterior applications or wet or damp DIMENSIONS AND BE ��'�'• �y lux) as measured at the center of treads and landings. There shall be a wall switch at each floor level to 2. An emergency escape and rescue opening is not required in a new basement where there is an 8317.1 Location required. - locations. RESPONSIBLE FOR FIELD FIT {�� control the light source where the stalrwa has six or more risers. emergency escape and rescue opening in an existing basement that Is accessed from the new basement. Protection of wood and wood based products from decay shall be provided In the following locations by Fasteners, Including nuts and washers for fire-retardant-treated wood used In exterior applications or AND auALlrr OF woRK. * ,, g pp NO ALLOWANCES SHALL BE ` Exceptions: g y g y p p g g the use of naturally durable wood or wood that Is preservative-treated In accordance with AWPA UI. wet or dam locations shall be of hot-dipped, zinc-coated galvanized steel, stainless steel, silicon bronze r" �.F P l 8311.'7.1 Width. Stairways shall be not less than 36 Inches (114 mm) In clear width at all points above the I. Wood joists or the bottom of a wood structural floor when closer than 18 Inches (45-1 mm) or wood p pp ,� g ' MADE IN BEHALF OF THE I. A switch Is not re wired where remote, centra or automatic control of lighting is provided. t and below the required headroom height. The clear width of stairways at andor copper. Fasteners other than nails, staples and .amber rivets shall be permitted to be of mechanically CONTRACTOR FOR ANY s �� } q permitted handrail height q g y 2. ONner-OGCU led dwellin s not supplied with electrical ower In accordance with Section E34012.1. girders when closer than 12 Inches (305 mm) to the exposed ground In crawl spaces or unexcavated area deposited zinc-coated steel with coating Nei htq In accordance with A5TM B 615, Glass 55 minimum. ERROR OR NEGLECT ON p g pp p below the handrail height, Including treads and landings, shall be not less than 311/2 inches 018'7 mm) whore located within the periphery of the building foundation. p g g HIS PART. R303.8 Exterior stalrwa Illumination. p p r y g 831-1.3.4 Fasteners for fire-retardant-treated wood used in interior applications. � y � I' stairwa s shall be provided with an artificial light source located at the to landing of the a handrail is Installed on one side and 27 Inches (698 mm) where handralls are Installed on both sides. 2. Wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 Exterior y p g p g g y Fasteners, Including nuts and washers, for fire-retardant-treated wood used In Interior locations shall be CONTRACTOR TO CHECK A Exception. The width of spiral stairways shall be in accordance with Section R311.1-10.1. ' stairway. Extortor stalrways providing access to abasement from the outdoor grade level shall be p p y Inches (203 mm) from the exposed ground. In accordance with the manufacturer's recommendations. In the absence of the manufacturer's LUMBER TO ENSURE THAT ��Sir"lt`�;'�'" provided with an artificial light source located at the bottom landing of the stairway. R311.'12 Headroom. S. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless recommendations, Section R31-1.3.3 shall apply. THE GROWN FACES UP /10/21 ppg Exception: Owner-occup led dwellings not supplied with electrical power In accordance with Section The headroom In stalrways shall be not less than b feet 8 Inches (2032 mm) measured vertically from the separated from such slab by an Impervious moisture barrier. 831-1.4 Plastic composites. BEFORE INSTALLATION. E3401.2.1. sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion 4 The ends of wood carders entering exterior masonry or concrete walls having clearances of less than Plastic composite exterior deck boards, stair treads, guards and handrails containing wood, cellulosic or 8310 EMERGENCY E:3GAPE AND RESCUE OPENINGof the stairway.y• I/2 Inch (12.'1 mm) on toos, sides and ends. other biodegradable mat®rials shall comply wit!•; .he requirements of Section 850'7.3. 8310.1 Emergency escape and rescue opening required. Exceptions: 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 g y p p g q 9 9 9 9 g SECTION 8318 PROTECTION AGAINST SUBTERRANEAN TERMITES JL DRAFTING., INC. Basements, habitable attics and every sleeping room shall have not less than one operable emergency 1. Where the nosings of treads at the side of a flight extend under the edge of a floor opening through Inches (152 mm) from t!-,e ground or less than 2 inches (51 mm) measured vertically from concrete steps, 8318.1 Subterranean termite control methods. escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape which the stair passes, the floor opening shall be allowed to project horizontally into the required porch slabs, otio slalas and similar horizontal surfaces ex osed to the weather. DRAFTSMEN All Types Of Plans Drafted and rescue opening shall be required In each sleeping room. Emergency esca a and rescue o enin a shall headroom not more than 4-3/4 inches (121 mm). p p p In areas subject to damage from termites as indicated by Table 83012(1), methods of protection shall be �s w4 p g q p g g y p p 9- 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the one, or a combination, of the following methods: fG��' open directly Into a public way, or to a and or court that opens to a public. Noy. 2. The headroom for spiral stairways shall be In accordance with Section 8311.'7.10.1. weather, such as concrete or masonry slabs, unless separated from such floors or roofs an Impervious g Providing The Finest In Affordable Exception: storm shopters and basements used only to house mechanical equipment not exceeding a total R311.7.6 Landings for stairways. y p P I. Chemical tattingciys treatment In accordance d I Section nceR516.2. psq g ,� moisture barrier. 2. Termite batting system installed and maintained In accordance with the label. r d floor area of 200 ware feet. There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the 7 Wood furring strips, or other wood framin members attached dlrectl to the Interior of exterior g y Drafting &Expediting Svcs q direction of travel shall be not less than the width of the flight served. Landings shapes other than g p g y 3. Pressure-preservative-treated wood in accordance with the provisions of Section 8311.1. 8310.1.1 Operational constraints and opening control devices. 9 g p masonry walls or concrete walls below grade except where an approved vapor retarder Is applied 4. Natural) durable termite-resistant wood. Emergency escape and rescue openings shall be operational from the Inside of the room without the use square or rectangular shall be permitted provided that the depth at the walk line and the total area is between the wall and the furringstrips or framing members. y of keys, tools ors ectal knowledge. W]ndow opening control devices complyingwith ASTM F 2090 shall be not less than that of a quarter circle with a radius equal to the required landing width. Where the stairway p g S. Physical battlers l accordance with Section 8318.3 and used In locations as specified In Section 831'1.1. p g p g q. cl q. 9 y 8317.1.1 Field treatment. b. Cold-formed steal framing In accordance with Sections 8505.2.1 and 8603.2.1. www.jldrafting.com permitted for use on windows serving as a required emergency escape and rescue opening. has a straight run, the depth in the direction of travel shall be not less than 36 inches (914 mm). Fleld-cut ends, notches and drilled holes of preservative-treated wood shall be treated In the field In 8318.1.1 Quality mark. 707 Suite A Route 110 • Farmingdale N.Y. 11735 Lumber and 8310.2 Emergency escape and rescue openings. Exception: A floor or landing is not required at the top of an interior flight of stairs, Including stairs In an accordance with AWPA M4. Emergency escape and rescue openings shall have minimum dimensions as specified in this section. enclosed garage, provided that a door does not swing over the stairs. R31-1.12 &round contact. plywood required to be pressure-preservative treated in accordance with Section 8318.1 (,631) 843-1949 • (718) 224-0001 • Fax (631) 843- .- shall bear the quality mark of an approved Inspection agency that maintains continuing supervision, testing R310.2.1 Minimum opening area. Rall.'7.7 Stairway walking surface. All wood In contact with the ground, embedded In concrete in direct contact with the ground or embedded and Inspection over the quality of the product and that has been approved by an accreditation body that Emergency and escc:pe rescue openings shall have a net clear opening of not less than 5.7 square feet. The walking surface of treads and landings of 5tatrways shall be sloped not steeper than one unit vertical in concrete exposed to the weather that supports permanent structures intended for human occupancy comppiles with the requirements of the American Lumber Standard Committee treated wood program. J NORMAN I � The net clear opening dimensions required by this section shall be obtained by the normal operation Of the in 48 Inches horizontal (2-portent slope). shall be approved pressure-preservative-treated wood suitable for ground contact use, except that R316.1.2 Field treatment. ; I NORMA II G. 1--0F.E. emergency escape and rescue opening from the Inside. The net clear height opening shall be not less than R311.7.8 Handrails. untreated wood used entirely below groundwater level or continuously submerged in fresh water shall not Field-cut ends, notches and drilled holes of pressure-preservative-treated wood shall be retreated In 24 Inches (610 mm) and the net clear width shall be not less than 20 Inches. Handralls shall be provided on not less than one side of each continuous run of treads or flight with four be required to be pressure-preservative treated. the field In accordance with AWA M4. l Exception: Grade floor or below grade openings shall have a net clear opening Of not less than 5 square or more risers. 8317.1.3 Geographical areas. 8318.2 Chemical termiticide treatment. I I NYS LICENSE NUMBER 08L1525 feet. R511.'7.6.1 Height. In geographical areas where experience has demonstrated a specific need, approved naturally durable Chemical termlticide treatment shall include soil treatment or field-applied wood treatment. The 8310.2.2 WindoN sill height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of or pressure-preservative-treated wood shall be used for those portions of wood members that form the concentration, rate of application and method of treatment of the chemical termlticide shall be In strict -10-1 ROUTE 110 Suite A-) Where a window Is provided as the emergency escape and rescue opening, It shall have a sill height of ramp slope, shall be not less than 34 inches (664 mm) and not more than 38 Inches (165 mm). structural supports of buildings, balconies, porches or similar permanent building appurtenances when those accordance with the termiticide label. i FARM IN&DALE, NY 11-135 not more than 44 inches (1118 mm) above the floor; where the sill height is below grade, It shall be Exceptions: members are exposed to the weather without adequate protection from a roof, eave, overhang or other R318.3 Barriers. provided with a winclow well In accordance with Section R310.2.3. 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. covering that would prevent moisture or water accumulation on the surface or at Joints between members. Approved physical barriers, such as metal or plastic sheeting or collars specifically designed for termite TEL: (651)755-1c120 83102.3 Window wells. 2. Where handrail fittings or bendings are used to provide continuous transition between flights, transitions Depending on local experience, such members may include: prevention, shall be Installed In a manner to prevent termites from entering the structure. Shields placed The horizontal area of the window well shall be not less than 1 square feet (0.9 m), with a horizontal at winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height 1. Horizontal members such as girders,joists and decking. on top of an exterior foundation wall are permitted to be used only If in combination with another method FAX: (631)843-81 10 projection and width of not less than 36 Inches (114 mm). The area of the window well shall allow the at the fittings or bend►ngs shall be permitted to exceed 38 Inches 0156 mm). 2. Vertical members such as posts, poles and columns. of pprotection. emergency escape and rescue opening to be fully opened. 8311.7.8.2 Handrail projection. Handrails shall not project more than 41/2 Inches (114 mm) on either side of 3• Both horizontal and vertical members. R3I8.4 Foam plastic protection. In areas where the probability of termite infestation Is very heavy as Exception: The ladder or steps required by Section 83102 3.1 shall be permitted to encroach not more the stairway. 8317.1.4 Wood columns. Indicated In Figure R3012(6), extruded and expanded polystyrene, polylsocyanurate and other foam than b Inches (152 mrn) into the required dimensions of the window well. Exception: Where nosings of landings, floors or passing flights project into the stalrway reducing the essure-Wood columns shall ie approved wood of natural decay resistance or approved plastics shall not be installed on the exterior face or under Interior or exterior foundation walls or slab PROJECT TITLE: R310.2.3.1 Ladder and steps. clearance at passing handrails, handrails shall project not more than 61/2 Inches (165 mm) Into the Exceptions: wood. foundations located below grade. The clearance between foam plastics Installed above grade and p g equipped permanently stairway, provided that the stair width and handrail clearance are not reduced to less than that required. p Window wells with a vertical depth rooter than 44 Inches (1118 mm) shall be ui ed with a ermanentlexposed earth shall be not less than 6 Inches (152 mm). affixed ladder or steps usable with the window In the fully open position. Ladders or steps required by 8311.'1.8.3 Handrail clearance. Handrails adjacent to a wall shall have a space of not less than II/2 inches I. Columns exposed to the weather or in basements where supported by concrete piers or metal Exceptions: this section shall not: be required to comply with Sections R311.-i and R311.8. Ladders or rungs shall have on (38 mm) between the wall and the handralls. pedestals projecting I Inch (25 mm) above a concrete floor or 6 Inches (152 mm) above exposed earth I. Buildings where the structural members of wa!ls, floors, ceilings and roofs are entirely of noncombustible Inside width of not lass than 12 inches (305 mm), shall reject not less than 3 inches (76 mm) from the wall R311.1.8.4 Continuity. Handrails shall be continuous for the full length of the flight, from a point directly and the earth Is covered crawl an approved impervious moisture barrier. materials or pressure-preservative-treated wood. GG Et p 2. Columns In enclosed crawls aces or unexcavated areas located within the periphery of the building R�✓�D��G� and shall be spar-eel not more than 18 Inches (45'7 mm) on center vertically for the full height of the Hind" above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends p p p y g 2. Where In addition to the requirements of Section R318.1, an approved method of protecting the foam when supported by a concrete pier or metal pedestal at a height more than 8 inches (203 mm) from plastic and structure from subterranean termite damage Is used. we!!. Shall be returned or shall terminate In newel posts or safety terminals. p g 165 ANGLERS ROAD 8310.2.3.2 Drainage. Exceptions. exposed earth and the earth Is covered by an Impervious moisture barrier. 3. On the Interior side of basement walls. Window wells shall b,9 designed for ro er drainage by connecting to the building's foundation drainage I. Handrail continuit shall be permitted to be Interrupted a newel post at a turn In a flight with winders, 3. Deck posts supported by concrete piers or metal pedestals projecting not less than I Inch (25 mm) 8507.2.1 Wood materials. Wood materials shall be No. 2 grade or better lumber, preservative-treated In I SOUTHOLD, N.Y. I Ia44 y p p P g above a concrete floor or b Inches (152 mm) above exposed earth. accordance with Section 831'7, or approved, naturally durable lumber, and termite protected where I System required by Sections R405.1 or by an approved alternative method. at a landing, or over the lowest tread. Exception: A drainage system for window wells Is not required where the foundation is on well-drained soil 2. A volute, turnout or starting easing shall be allowed to terminate over the lowest tread. 8317.1.5 Exposed glued-laminated timbers. required In accordance with Section 8318. Where design in accordance with Section R501 is provided, 11, or sand-gravel mixture soils In accordance with the United Soil Classification System, Group I Soils, as R312.1.1 Where required. 6uards shall be provided for those portions of open-sided walking surfaces, The portions of glued-laminated timbers that form the structural supports of a building or other structure wood structural members shall be detailed In Table R405.1. including stairs, ramps and landings, that are located more than 30 Inches ('762 mm) measured vertically to and are exposed to weather and not properly protected by a roof, eave or similar covering shall be designed using the wet service factor defined In AWG NDS. Guts, notches and drilled holes of R310.2.4 Emergency escape and rescue openings under decks and porches. the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. pressure treated with preservative, or be manufactured from naturally durable or preservative-treated preservativetreated wood members shall be treated in accordance with Section R31'1.1.1. All Emergency escape and rescue openings shall be permitted to be installed under decks and porches wood. preservative-treated wood products In contact with the ground shall be labeled for such usage. the the dark allows the emergency escape and rescue openings to be fully Insect screening shall not considered as a guard. DRAWING TITLE: provided that te location oec8312.12 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies Or 83172 Quality mark. 850-1.2.2 Plastic composite deck boards, stair treads, guards, or handrails. Plastic composite extortor ; opened and provides a path not less than 36 inches (914 mm) in height to a yard or court. Lumber and plywood. required to be pressure-preservative treated In accordance with Section 8318.1 deck boards, stair treads, guards and handralls shall comply with the requirements of ASTM D7032 and landings, shall be not less than 36 inches (114 mm) in height as measured vertically above the adjacent 8310.2.5 Replacement windows. walking surface or the line connecting the nosings. shall bear the qualihy mark of an approved inspection agency that maintains continuing supervision, testing this section. and inspection over the quality of the product and that has been approved an accreditation body that R501.2.2.1 Labeling. Plastic composite deck boards and stair treads, or their acka In , shall bear a Replacement windorls Installed In buildings meeting the scope of this code shall be exempt from the Exceptions: P q y p pp y p p g g maximum sill height requirements of Sections 8310.1 and Sections 8310.2.1 and 8310.2.2, provided the compiles with the requirements of the American Lumber Standard Committee treated wood program. label that Indicates compliance with ASTM D'1032 and Includes the allowable load and maximum allowable f-� p I. Guards on the open sides of stairs shall have a height of not less than 34 Inches (864 mm) measured span determined In accordance with ASTM 07032. Plastic or composite handrails and guards, or their � OO� L replacement window meets the following conditions: vertically from a line connecting the nosings. 83112.1 Required Imlormatlon. p p I. The replacement window Is the manufacturer's largest standard size window that will fit within the existing 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall The required quality mark on each piece of pressure-preservative-treated lumber or plywood shall packaging, shall bear a label that Indicates compliance NEW ONE FAMILY DWELLIN& frame or existing rough opening. The replacement window is of the same operating style as the existing be not less than 34 Inches (864 mm) and not more than 38 Inches (1(55 mm) as measured vertically from a contain the following Information: with A5TM D7032 and Includes the maximum allowable span determined In accordance with ASTM D7032. window or a style tl-at provides for an equal or greater window opening area than the existing window. line connecting the nosings. I. Identification of the treating plant. ;2. Type of preservative. R501.2.22 Flame spread index. Plastic composite deck boards, stair treads, guards, and handralls shall 2. The replacement window Is not part of a change of occupancy. 3. The mum preservative retention. ; 4. End use for which the product was treated. exhibit a flame spread index not exceeding 200 when tested In accordance with A5TM E84 or UL 723 8312.1.3 Opening limitations. 5. Standard to which the product was treated. ; 6. Identity of the approved Inspection agency. ; 7. The with the test specimen remaining in place during the test. 8310.3 Emergency escape and rescue doors. Required guards shall not have openings from the walking surface to the required guard height that allow Exception: Plastic composites determined to be noncombustible. Where a door Is provided as the required emergency escape and rescue opening, It shall be permitted to designation Dry, If applicable. P P p q, 9 y Pp passa a of a sphere 4 inches (102 mm) In diameter. Exception: Quality marks on lumber less than I Inch (25 mm) nominal thickness, or lumber less than nominal I 8902.4 Rooftop-mounted photovoltaic panel systems. be aside-hinged door or a slider. Where the opening is below the adjacent ground elevation, It shall be Excep Ions: dinch by 5 Inches (25 mm by 127 mm) or 2 Inches by 4 Inches (51 mm by 102 mm) or lumber 36 Inches (114 mm) Rooftop-mounted photovoltaic panel systems installed on or above the roof covering shall be tested, provided with a bullc.head enclosure. I. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guar , or less In length shall be applied by stamping the faces of exterior pieces or by end labeling not less listed and Identified with a fire classification In accordance with UL 1703 and UL 2703. Glass A, B or G DRAWN BY: DRAWING NO. R310.3.2 Area wells. Area wells shall have a width of not less than 36 Inches (914 mm). The area wall Shari shall not allow passage of a sphere b Inches (153 mm) in diameter. - than 25 percent of the plece5 of a bundled unit. photovoltaic panel systems and modules shall be installed In Jurisdictions designated by ION as requiring be sized to allow the emergency escape and rescue door to be fully opened. 2. 6uards on the open side of stairs shall not have openings that allow passage of a sphere 4-5/8 inches 8317.3 Fasteners and connectors In contact with preservative-treated and fire-retardant-treated wood. their use or where the edge of the roof Is less than 3 feet (914 mm) from a lot line. N.F. R310.32.1 Ladder and steps. Area wells with a vertle-aldepth greater than 44 Inches (1118 mm) shall be (111 mm) In diameter. Fasteners, including nuts and washers, and connectors In contact with preservative-treated wood and R9O5.12 Ice barriers. In areas where there has been a history of Ice forming along the eaves causing a CHECKED BY: equipped with a permanently affixed ladder or steps usable with the door In the fully open position. 8312.2 Window fall protection. Window fall protection shall be provided in accordance with sections fire-retardant-treated wood shall be In accordance with this section. The coatingHeights for zinc-coated - Ladders or steps required by this section shall not be required to comply with Section 8311.7. Ladders or 8312.2.1 and 8312.2.2. 9 backup of water as designated In Table R301.2(I), an ice barrier shall be Installed for asphalt shingles, p not less than 3 inches R3122.1 Window sills. In dwelling units, where the to of the sill of an operable window opening Is less than fasteners shall be In accordance with ASTM A 153. Stainless steel driven fasteners shall be In metal roof shingles, mineral-surfaced roll roofing, slate and slate-type shingles, wood shingles and wood N.G.L. A-2 2 rungs shall have an Inside width of not less than 12 Inches (305 mm), shall project 9 p P accordance with the material requirements of ASTM F 1667. shakes. The ice barrier shall consist of not fewer than two layers of underla ment cemented together, or 9q (76 mm) from the Neill and shall be spaced not more than 18 inches (457 mm) on center vertically for the 24 Inches above the finished floor and greater than 72 inches above the finished grade or other surface 17.3.1 Fasteners for re5ervative-treated wood. a self-adhering polymer-modified bitumensheet shall be used In place of normal underlayment and extend SCALE: full height of theexterior stalrNell. below on the exterior of the building, the operable window shall comply with one of the following: P s with openings that will not allow a 4 inch diameters here to ass through the o enin Fasteners, including nuts and washers, for preservative-treated wood shall be of hot-dipped, zinc-coated from the lowest edges of all roof surfaces to a point not less than 24 inches (610 mm) Inside the exterior 8310.3.2.2 Drainage). Area wells shall be designed for proper drainage by connecting to the buildings I. Operable window wP P g p g galvanized steel, stainless steel, silicon bronze or copper. Staples shall be of stainless steel. Coating wall line of the building. On roofs with slope equal to or greater than eight units vertical In 12 units AS SHOWN foundation drainage system required by Section 8405.1 or by an approved alternative method. where the opening Is In Its largest opened position. where the foundation Is on well-drained 2. Operable windows that are provided with window fall prevention devices that comply with A5TM F tyypes and weights for connectors In contact with preservative-treated wood shall be in accordance with horizontal (67-percent slope), the Ice barrier shall also be applied not less than 36 inches (114 mm) Exception: A drainage system for area wells Is not required P p p p y the connector manufacturer's recommendations. In the absence of manufacturer's recommendations, a measured along the roof slope from the eave edge of the building. DATE: PROJ. NO. soil or sand-gravel mixture soils In accordance with the United Soil Classification System, Group I Soils, 2010. minimum of ASTM A 653 a 6185 zinc-coated galvanized steel, ore equivalent, shall be used. Exception: Detached accessory structures not containing conditioned floor area. Ca/10/21 2I-204 as detalled in Tables R405.1. 3. Operable windows that are provided with window opening control devices that comply with 83122.2. p g q p y 9 FASTENING SCHEDULE PER TABLE R602.5(I) FASTENING SCHEDULE PER TABLE R602.5(1) --CONTINUED LEGEND MAXIMUM STUD AND JOIST 1/3 OF 1/3 OF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER qba 5PAGIN6 AND LOCATION SPACING OF FASTENERS NOTCH AND HOLE SIZES: 1/3 OF SPAN SPAN NEW FOUNDATION ROOF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER qba INTERMEDIATE I/3 of 3-I/2" = I-5/32" I, OF SPAN O NOTGHE DEPTH ED6E5 SUPPORTS c,e 1/3 of 5-1/2" = 1-2'7/32" 0 OR HOLES OF JOIST � NEW PARTITION 4-8d BOX (2.5" X 0.113") or (INCHES)h (INCHES) a 0 1/3 of 1-1/4" = 2-13/32" o Oak � EXIST. PARTITION 1 BLOGKIN6 BETWEEN CEILING JOISTS OR 3-8d COMMON (2.5" X 0.131"9 or 1/3 of q-1/4" = 3" _ _ _ _ _ RAFTERS TO TOP PLATE 3-IOd BOX (3" X 0.128") or TOE NAIL WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 1/3 of II-1!4" = 3-3/4" �_o DEMOLITION PARTITION / FOUND. 3-3" X 0.131" NAILS PARTICLEBOARD WALL 5HEATHING TO FRAMING [5EE TABLE- R602.5(5) FOR WOOD STRUCTURAL PANEL O 1/4 of 3-1/2" = 1/8" Q 512 NEW SMOKE DETECTOR 4-8d BOX (2.5" X 0.113") or EXTERIOR WALL 5HEATHING TO WALL FRAMING] I/4 of 5-I/2" = I-318" tt u HARDWIRED WITH BATTERY 1/4 of 1-1/4" = I-13/16" O ® BACKUP 2 GEILIN6 JOISTS TO TOP PLATE 3-Sd COMMON (2.5" X 0.131") or PER JOIST, TOE NAIL bd COMMON 2" X 0.113" SUBFLOOR, WALL 1 1/4 of q-1/4" = 2-5/16" 3-IOd BOX (3" X 0.128") or 30 3/8" - I/2" 8d COMMON (2.5" X 0.131") (ROOF), or 6 12 f PROVIDE A MIN. 2" NEW COMBINATION OR SEPARATE 3-3" X 0.131" NAILS _ I/4 of II-I/4" = 2-13/16" SEPARATION <I/6 DEPTH OF JOIST GO/SD SMOKE / CARBON MONOXIDE R5RS-OI BOX (2.3'15" X 0.113") (ROOF) 1/6 of 5-1/2" = 21/32" BETWEEN HOLES CEILING JOIST NOT ATTACHED TO 8d COMMON 2.5" X 0.131" or Q �� _ �� NOTCHES ARE NOT 4-10d BOX (3" X 0.128") or „ _ V 1/6 of 1-I/4 = 1-1/32 AND NOTCHES DETECTOR(S) HARDWIRED WITH PARALLEL RAFTER, LAPS OVER 31 Iq/32 I :: :� 6 12 f Z „ _ PERMITTED IN TEH 3 _ 3-I6d COMMON (3.5 X 0.162 ) or FACE NAIL SSR5-01 BOX (2.315 X 0.113 ) (ROOF) < _ 1/6 of q-I/4" _ 1-1/2 FROM EA. OTHER BATTERY BACKUP PARTITIONS (51-EE SECTION 88025.2 AND SAME LOG. A5 HOLES TABLE 8802.5.2) 4-3 X 0.131 NAILS IOd COMMON (3 X 0.148 ) or I/b of II-I/4 - I-7/8 GEILIN6 J015T ATTACHED TO PARALLEL 32 I-I/8" - I-I/4" 6 12 N u.i W AND FROM ENDS NEW HEAT DETECTOR HARDWIRED 8d (2.5" X 0.131") DEFORMED NAIL u. � � OF MEMBERS 4 RAFTER (HEI=L JOINT) (5EE SECTION TABLE 8802.5.2 FAGS NAIL v w WITH BATTERY BACKUP OTHER WALL SHEATHING ° o STUD FLOOR JOIST L.B. WALL LOAD BEARING WALL 8802.5.2 ,AND TABLE 88025.2) 15" GALVANIZED ROOFING NAIL 1/16" HEAD Z uI = Ifs OF I/3 OF I/3 OF I/2" STRUCTURAL CELLULOSIC :: O-� < 1/4 DEPTH OF STUD AN SPAN COLLAR TIE TO RAFTER, FACE NAIL 4-I0d BOX (3" X 0.128"9 or FACE NAIL EACH 33 FIBERBOARD 5HEATHING DIAMETER, or 1.25�� LONG 16 6A. STAPLE WITH 3 6 Z O 5T' SPAN T.B. TO BE MAINTAINED 1/16 or I GROWN <1/'3 DEPTH 5 OR 1.25" X 20 6A. RIDGE STRAP TO 3-IOd COMMON (3" X 0.148") or RAFTER - - --' � � NO NOTGHE OF JOIST ® POST TO BELOW RAFTER 4-3" X 0.131" NAILS 1.15" GALVANIZED ROOFING NAIL 7/Ib" HEAD NOTCHES ARE NOT OR HOLES 0 POST FROM ABOVE 25/32" STRUCTURAL CELLULOSIC ' 3-16d BOX (3.5" �X 0.155") or 2 TOE NAILS ON ONE 34 DIAMETER, or 15" LONG 16 6A. STAPLE WITH 3 6 �r Q PERMITTED IN THE SAME p 4�k � P•T. PRESSURE TREATED 3-IOd COMMON (3 X 0.148 ) or 5112E AND I TOE NAIL ON FIBERBOARD 5HEATHING 1/16" or I" GROWN Z LOCATION AS HOLES N b RAFTER OR ROOF TRUSS TO PLATE 4-10d BOX (3" X 0.128") or OFF051TE SIDE OF EACH 1.5" GALVANIZED ROOFING NAIL; NCL y Z O = _ w DOUBLE HOT DIPPED 5/8" MIN .. O HDG 4-3" X 0.131" NAILS RAFTER or TRUSS, 1 35 1/2" 6YPSUM SHEATHING d STAPLE GALVANIZED, 1.5" LONG; u N i D 1 7 � < 40:15 DEPTH OF STUD I � GALVANIZED 4-I6d BOX (35" X 0.135") or 1.25" 50REW5, TYPE W or 5 O I v tL 3-IOd COMMON (3" X 0.148"9 or 1.15" GALVANIZED ROOFING NAIL < 605 DEPTH OF STUD O �,I,F, VERIFY IN FIELD, IF DIFFERENT 4-I0d BOX (3" X 0.128"9 or TOE NAIL 36 5/8" GYPSUM SHEATHING d STAPLE GALVANIZED, 1.625" LONG; 1 1 (FOR DOUBLE STUDS ONLY) PROVIDE A MIN. 2" FROM PLAN CONTACT DESIGN ROOF RAFTERS TO RIDGE, VALLEY OR 4-3" X 0.131" NAILS � (NO MORE THAN 2 SUGESSIVE STUDS) SEPARATION 1 HIP RAFTERS OR ROOF RAFTER TO 3-I6d BOX (3.5" X 0.135") or <I/3 DEPTH OF JOIST PROFESSIONAL MINIMUM 2" RIDGE BEAM -- - 2�� BETWEEN HOLES NOTCHES ARE NOT j�,G, POURED CONCRETE 1.625 SGRE or __PROVIDE A MIN. OF �� AND NOTCHES FROM N HOLES PERMITTED IN THE 2-I6d COMMON (3.5" X 0.162") or END NAIL WOOD STRUCTURAL PANELS, 60DMB10RMEID 2'SX oF2o01R LNDERLAYMENT TO FRAM G PLATE SEPARATION FROM AND NOTCHES OTHER AND FROM THE ENDS FROM EA. OTHER JOIST HANGER W/ REQ'D 3-IOd BOX (3" X 0.128") or 31 3/4 AND LE55 6 12 EA• SAME LOG. A5 HOLES n 3-3" X 0.131" NAILS Sd COMMON (2.5 X 0.131 ) NAIL AND FROM ENDS XXX CAPACITY IN LBS. 8d COMMON (25" X 0.131"9 NAIL or OF MEMBERS OF MEMBERS <I/3 DEPTH OF JOIST JOIST HANGER W/ 600 LB. WALL 38 1/8 - 1 8d DEFORMED (25" X 0.120") NAIL 6 12 EXTERIOR AND BEARING NALL5 GEILIN6 JOISTS / ROOF RAFTERS TECO CAPACITY (MINIMUM) I6d COMMON (3.5" X 0.162") 24" O.G. FACE NAIL IOd COMMON (3" X 0.148"9 NAIL or STUD TO STUD (NOT AT BRACED WALL „ X 0.128) 301 I-I/8" - I-I/4° 8d DEFORMED (2.5" X 0.120") NAIL 6 12 NOTC.,,HINr,--, AND DRILLINO DIRECT REPLACEMENT OF EXISTING 8 IOd BOX (3 or I6" O.G. FACE NAILCONSTRUCTION, WITH LIKE KIND PANELS) 3" X 0.131" NAILS a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections STUD TO STUD AND ABUTTIN6 STUDS AT I6d BOX (3.5" X 0.135") or shall have minimum average bending yield strengths as shown: 80 ksl for shank diameter of 0.192 inch (20d common nail), 010 ksl for FOR �/��O O D F RA�E �E t'-15$_RS STRUCTURAL REPLACEMENT QUALITY, WITHIN SAME 12 O.G. FACE NAIL g l I I 1s STRUCTURAL OPENING q INTERSECTING WALL CORNERS (AT 3" X 0.131" NAILS shank diameters larger than 0.142 Inch but not larger than 0.171 Inch, and 100 ksl for shank diameters of 0.142 Inch or less. BRACED WALL PANELS) Ibd COMMON (3.5" X 0.162") 16" O.G. FACE NAIL b. Staples are 16 gage wire and have a minimum '1/16-Inch on diameter crown width. OWNER TO PROVIDE 16" O.G. EACH EDGE c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 Inches or greater. �'T'�' BUILT-UP HEADER (2" TO 2" HEADER Ibd COMMON (3.5" X 0.162") FACE NAIL d. Four-foot by 8-foot or 4-foot by q-foot panels shall be applied vertically. N.T.S. 10 WITH 0.5" SPACEi� 12" O.G. EACH EDGE e. Spacing of fasteners not included In this table shall be based on Table R602.3(2). I6d BOX (5.51, X 0.135) FACE NAIL P. For wood structural panel roof sheathing attached to gable end roof framing and to Intermediate supports within 48 Inches of roof edges and ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed Is less than 130 mph and shall be 5-8d BOX X 0.113 ) or spaced 4 Inches on center where the ultimate design wind speed Is 130 mph or greater but less than 140 mph. II CONTINUOUS HEADER TO STUD 4-8d COMMONN ((2.5 X 0.131 ) or TOE NAIL gg Gypsum sheathing shall conform to ASTM 013016 and shall be Installed In accordance with 6A 253. Fiberboard sheathing shall conform 4-IOd BOX (3" X 0.128") Eo ASTM 0208. I6d COMMON (3.5" X 0.162") 16" O.G. FACE NAIL h. Spacing Of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking TABLE P3201.1 12 TOP PLATE TO TOP PLATE lod BOX (3" X 0.128") or and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported framing51ZE OF TRAPS FOR PLUMBING FIXTURES 12 O.G. FACE NAIL P y p g g a g pp p g pp PLUMBING FIXTURE TRAP 51ZE 3" X 0.131" NAILS members and required blocking. Blocking of roof Or floor sheathing panel edges perpendicular to the framing members need not be 12-I6d BOX (3.5" X 0.135") or FACE NAIL ON EACH SIDE provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. MINIMUM Inches 13 DOUBLE! TOP PLATE SPLICE 8-I6d COMMON (3.5" X 0.162"9 or OF END JOINT (MINIMUM 1. Where a rafter is fastened to an adjacent parallel ceiling Joist in accordance wlth this schedule, provide two toe nails on one side of Bathtub (with or without shower head and/or 1-1/2 12-IOd BOX (3" X 0.128"9 or 24" LAP SPLICE LENGTH the rafter and toe nails from the ceiling Joist to top plate in accordance wlth this schedule. The toe nail on the opposite side of the whirl ool attachments 12-3" X 0.131" NAILS EACH SIDE OF END JOINT) rafter shall not be required. Bidet 1-1/4 BOTTOM PLATE TO JOIST, RIM JOIST, I6d COMMON (3.5" X 0.16211) 16" O.G. FACE NAIL J. R5R5-01 is a Roof Sheathing Ring Shank nail meeting the specifications In A5TM F1667. Clothes washer stand I e 2 5/10/21 1 FOR FILING 14 BAND JOIST OR BLOCKING MOT AT I6d BOX (3.5" X 0.135") orDishwasher (on separate trop) I-i/2 WALL ALL PANELS) 3" X 0.131" NAILS 12 O.G. FACE NAIL Kitchen sink (one or two traps, with or without 1-1/2 DATE: ISSUE NO. DESCRIPTION BOTTOM PLATE TO JOIST, RIM JOIST, 3-I6d BOX (3.5" X 0.135"9 or 5 EACH Ib" O.G. FACE NAIL dishwasher and food waste disposer) 15 BAND J015T OR BLOCKING (AT BRACED 2-I6d COMMON (35" X 0.1629 or 2 EACH 16" O.G. FACE NAIL (3)WALL STUDS Laundry tub one or more com ar ments 1-1/2 ~- DIAL L PANEL) 4-3 X 0.131 NAILS 4 EACH I6 1/2" 5PAGIN6 ALLOWS O.G. FACE NAIL (10) 51MP50N SDS I/4 X 2-I/2 Lovator 1-1/4 HOEDOWN INSTALLATION Shower (based on the total flow rate through CONTRACTOR SHALL VERIFY 4-8d BOX (2.5" X 0.113") or WOOD SCREWS ALL FIELD CONDITIONS AND �� Flow rate: and bodysprays) RESPONSIBLE BLE OR FIELD FIT 'e O 3-I6d BOX (3.5 X 0.135) or ENDWALL SIMPSON HDU4-SDS2S 4-8d COMMON (2.5" X 0.131"9 or TOE NAIL ° HOLDOWN A5 SPECIFIED 5.1 m and less 1-1/2 AND QUALITY OF WORK. rol 4-I0d BOX (3" X 0.128"9 or •o ON FOUNDATION PLAN More than 5.1 m u to 12.3 m 2 NO ALLOWANCES SHALL BE 16 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131" NAILS CORNER STUD CONNECTED a NUT d 3"X3" 5QUARE WASHER More than 12.5gipm ue to 25.8 qpm 5d MADE IN BEHALF OF THE r" TO TRANSFER SHEAR • CONTRACTOR FOR ANY 3-Ibd BOX (3.5" X 0.135") or PROVIDED WITH More than 25.8 m u to 55.6 m 4 ERROR OR NEGLECT ON :2-16dEND NAIL (2) IGD COMMON NAILS HIS PART. -Ibd COMMON (3.5" X 0.162") or ° SIMPSON RFB#5 � 3-IOd BOX (3" X 0.128") or SHOE PLUMBING GODS REFERENCES „ „ ® b O.G. CONTRACTOR TO CHECK ALL . 3-3 X 0.131 NAILS (5EE SECTION FOR SIZE) LUMBER TO ENSURE THAT P3103.1 Roof extension. Open vent pipes that extend through a 2-I6d COMMON (3.5" X 0.162") Or THE GROWN FACES UP SSI TOP PLATES, LAPS AT CORNERS AND „ SIMPSON RFB#5 roof shall be terminated not less than 6 inches above the roof /21 11 3-IOd BOX (3 X 0.128 ) Or FACE NAIL , BEFORE INSTALLATION. INTERSECTIONS RETROFIT BOLT or 6 inches above anticipated snow accumulation, whichever is I 3-3" X 0.131" NAILS 3-8d BOX (2.5" X 0.113"9 or GNW5/8 COUPLER NUTS greater. Where a roof is to be used for ass-:mbly, as a 2-8d COMMON (2.5" X 0.1319 or BOX BEAM promenade, observation deck or sunbathing deck or for similar JL DRAFTING INC. 18 I BRACE To EACH STUD AND PLATE 2-lod BOX (3" X 0.128") or FACE NAIL purposes, open vent pipes shall terminate not less than 7 feet �- P. DOUBLE SILL above the roof. DRAFTSMEN All Types Of Plans Drafted 2 STAPLES 1.15cis �4 3-8d BOX (2.5" X 0.113"9 or (SEE SECTION FOR SIZE) P3105.2 Frost closure. More the 17.5 percert value for 2-8d COMMON (2.5" X 0.131") or 1 outside design temperature is O F or less, vent extensions ��s4vQ Providing The Finest In Affordable Iq I X6 5HEATHING TO EACH BEARING 2-IOd BOX (3" X 0.128") or FACE NAIL #4 REBAR (CONT) through a roof or wall shall be not less than 3 inches in ' " g Drafting&F_xpediting Svcs 2 STAPLES, I GROWN, 16 6A., 1.-15 LONG 1 51MF50N SSTE324HDG diameter. Any increase In the size of the vent Shall be made 3-8d BOX (2.5" X 0.113"9 or ANCHOR BOLT not less than I foot Inside the thermal envelope of the building. 3-Sd COMMON (2.5" X 0.131") or a a°off° °na °�..°a Q�°ter•. ' www.jldrafting.com 3-IOd BOX (3" X 0.128") Or ° ° �g°° °° °o° a B GONG. FIND. WALL 707 Suite A Route 110 Farmingdale N.Y. 11735 I"X8" AND WIDER 5HEATHING TO EACH 3 STAPLES, I" GROWN, 166A., 1.15" LONG ° 4" V.T.R. (6131) 843-1949 (718) 224-0001 • Fax (631) 843-8190 20 BEARING WIDER THAN I X8 FACE NAIL SEE CORROSION PREVENTION NOTES 4-8d BOX (2.5" X 0.113"9 or 1 3-8d COMMON (2.5" X 0.151'9 or FOR USE WH �E IN BU I LD I N IG (OVER CRAWL SPACE OR CELLAR �/�� I NORMAN I I Y 3E , I" CR (3" 1 &A., ) 15" S I MFSO I `i HDl�4-SD52 3 HOLDO!' 1I `� 3" V � � r � � - -- -r I�IORMr"tl�l �. J�OI� F.E. 4 STAPLES, I GROWN, I b GA., 1.'15 LONG � 3" V i FLOOR ® ION DETAIL _` _ - i I 1 T r ' - _ _ NYS 1_I GENSE NUMBER 081525 4-8d BOX (2.5 X 0.113 ) or ' `�I `► I I I 1 8d COMMON (25 X 0131 ) or . . 707 ROUTE 110 Suite A<-1 21 JOIST TO SILL, TOP PLATE OR GIRDER 3- TOE NAIL 1 I 1 I I I 1 3-lod BOX (3" X 0.128"9 orFARMINGDALE, NY 11755 3-3" X 0.131" NAILS N.T.S. 1-1/2"IV 1 1/4" V 1 11 1/4" V 3" V I 2" V1 1 1/4" VI 11 1/4' V 3' V I 8d BOX 2.5" X 0.113" 4" O.G. TOE NAIL TUB 1 1 LAV LAV W.C. I SHWR.1 LAV LAV W.C.1 3.. s TEL: (631)755-7120 1 1 22 8d COMMON (2.5" X 0.131") or JOIST TO SILL, TOP PLATE OR GIRDER FAX: (631)845-8110 l0d BOX (3" X 0.128"9 or 6" O.G. TOE NAIL WALL STUDS I I I I 3" X 0.131" NAILS SIMPSON 0520 STRAP TIES ® 16" O.G. 3-8d BOX (2.5" X 0.113") or LAP STRAPS UNDER BOTTOM OF DOUBLE 2ND FLRLj I"X6" SUBFL.00R OR LE55 TO EACH 2-8d COMMON (2.5" X 0.151'9 or SILL PER WFCM-2001 23 JOIST 3-I0d BOX (3" X 0.128") or FACE NAIL END OF STRAP TO BE NAILED 1 1/4" 1 1/4" W 3.. W 1 1/4" 1 1/4" W 3.. W PROJECT TITLE: 2 STAPLES, I" GROWN, 16 6A., 1.15" LONG TO 51DE OF SILL. (TYP) 1-1/2" 2" W 3-I6d BOX (3.5" X 0.135") or (5) 8D COMMON NAILS INTO F.F. STUD 24 2 5UBFLOOR TO JOIST OR 61RDER 2-I6d COMMON (3.5" X 0.162") BLIND AND FACE NAIL 3" W 3" W " (3) 812 COMMON NAILS INTO SILL COI ICO " PLANKS (PLANK dBEAM -- FLOOR 3-I6d BOX (3.5" X 0.135") or AT EACH BEARING FACE (4) 8D COMMON NAILS INTO RIM J015T(12) DD COMMON G 25 2ROOF) 2-I6d COMMON (3S" X 0.162") NAIL STRAPS O BEAR I" MIN. ON EACH STUD LS TOTAL RES I D }�i`lG 3-I6d COMMON (3.5 X 0.162 ) or _ 165 ANGLER5 ROAD 4-I0d BOX (3" X 0.128") or FLOOR JOISTS (5EE PLAN FOR SIZE 3" V •_ _ - �'- 26 BAND OR RIM JOIST TO J015T „ END NAIL _ _ 3 SOUTHOLD, N.Y. 11144 4-3 X 0.131 NAILS or AND 5PAGIN6) 4-3" X 14 6A. STAPLES, 1/16""GROWN STRAPS TO BE WRAPPEEDE N 10 MIL MIN. F T I god COMMON (4 X 0.1012 ) or NAIL EACH LAYER AS FOLLOWS: 32 THICKNESS OF PV TA NHERE O.G. AT TOP AND BOTTOM STAGGERED CONTACTIN6 SILL I I I I 3 S 1 IOd BOX (3" X 0.128"9 or 24" O.G. FACE NAIL AT TOP AND BOTTOM '. SIMPSON 55TB16HD6 16"X5/8" DIAMETER1 1 BUILT-UP GIRDERS AND BEAMS, 2-INCH 3" X 0.131" NAILS STAGGERED ON OPPOSITE SIDES ANCHOR BOLTS 1 1/4' V 1 11 1/4" V i 3" V 1-1/2-1 V I 1 1/2" V 2" V� 21 LUMBER LAYERS AND: r: : :: (5EE FOUNDATION PLAN FOR 5PAGIN6) LAV LAV 1 W.G. SHWR 1 SINK 'DRAWING TITLE: 2-20d COMMON (4" X 0.1012") or FACE NAIL AT ENDS AND AT EACH 4'; ,; . ' ';? `... . ., 5/8" DIA. ZINC PLATED NUT 3-lod BOX (3" X 0.128") or SPLICE 3"X3" SQUARE WASHER (HD6) 1 3-3" X 0.131" NAILS 1 1 KITCHEN SINK WASH -I6d BOX (35" X 0.135") or ` r` 4" COVER 1 W CONNECTION MACH 4 G LEDGER STRIP SUPPORTING J015TS OR 3-I6d COMMON (3.5" X 0.162") or AT EACH JOIST OR RAFTER, (2)2"Xb" P.T. SILL 1ST FLR I 1/2 W FOR DISHWASHERROOJD 28 RAFTERS 4-IOd BOX (3" X 0.128") or FACE NAIL # 1 1 4" W .. 4 RE-BAR (CONT) / 3 W 2.. W NEW ONE FAMILY DWELLING 4-3" X 0.131" NAILS 1-1/2" W 3" W ICO 201 BRIDGING oR BLOCKING TO JOIST 2-IOd BOX (3" X 0.1289 or 2-8d COMMON EACH END, TOE NAIL (2.5" X 0.131") OR 2-3" X 0.131" NAILS SEE CORROSION PREVENTION NOTES ALL NAILS INTO SILL TO BE HD6 CO 3" N/ FAI S NFSON STRONG TIE 3" S 4" v STUD TOGO I '�D � I O I `� GO I 4" TO APPROVED 4" W SEPTIC SYSTEM DRAWN BY: DRAWING NO. 4" HOUSE TT RAP N F IN CONC I�/I NN �TION DETAIL- CHECKED BY: FLUM51NO RISER N.G.L. A-5 N.T.S. SCALE: N.T.S. AS SHOWN DATE: PROD. NO. 08/10/21 21-204 WINDOW WITH CAULKING LEGEND TYPICAL WALL INTEGRAL MOUNTING FLANGE NEW FOUNDATION � NEW PARTITION Arr(TIIII1II MINIMALLY EXPANDING � POLYURETHANE FOAM OR APPROVED CAULK EXIST. PARTITION - - - - EXTEND \ (AROUND W —INDOW RSO) — _ _ — _ DEMOLITION PARTITION / FOUND. I I I I I III 11�I 116 I TYVEKe HEADWRAP9 id I I I I I I I I I AT TOP PLATE \� TYPICAL WALL 5D NEW SMOKE DETECTOR OVER SHEATHING WRAP TYVEK@ INTO HARDWIRED WITH BATTERY OPENING d TAPE TO SILL ® BACKUP (ESP. AT CORNERS) VENTED METAL SOFFIT USIN6 TYVEKe FLEXWRAPTM NEW COMBINATION OR SEPARATE IIIIIIIIIIIIII .III III EAVESTROU6H GO/5D SMOKE / CARBON MONOXIDE + IIIIIIIIIIIIIIIIIIIILAP d TAPE TYVEK ® DETECTOR(S) HARDWIRED WITH AT JOINTS (UPPER SHEETI BATTERY BACKUP OVER LOWER SHEET) I .III CEILING GYPSUM © NEW HEAT DETECTOR HARDWIRED FASTEN TYVEK®FLEXWRAP- 1 BOARD AS AIR CORNER USING MECHANICAL 1111111 I WITH BATTERY BACKUP BARRIER .III I I III I II I(; 1`� MINIMUM ROOF INSULATION FASTENER L.B. WALL LOAD BEARING WALL '" ""' ABOVE EXTERIOR WALL TO TYPICAL WALL IIIIIIIIII BUILDING 6A5KET III IIIIIIIIIIII �I EQUAL VALUE OF WALL INSTALL TYVEKeFLEXWRAPTM .IIIIIIIIII T.B.M. TO BE MAINTAINED ID AROUND PERIMETER OF OPENING INSULATION m POST II RTO BE OW L LAP AND TAPE TYVEK. IIIIIIIIII I i I I III I I OVERLAP 12 AT CAULK IR BARRIER BUILDING GASKET POST FROM ABOVE III R I .IIIIIIIIIIII l HORIZONTAL JOINTS (FROM CEILING) TO P.T.IIIIIIIIIIII d b" AT VERTICAL JOINTS TYVEK@ . PRESSURE TREATED CONTINUOUS HDC, DOUBLE E HO T DIPPED III I�III .III I �' ' � MINIMA GALVANIZED I Y l� E< INSTALLATION �� I R EXPANDING FOAM 1�.1.F. VERIFY IN FIELD, IF DIFFERENT AT WINDOWROOF/ /� LL INTERFA�E DETAIL PERIMETER FROM PLAN CONTACT DEVON PROFESSIONAL N.T.S. T)" \/E<lI WINDOW UNIT A5 P.C. POURED CONCRETE TNrX E< INSTALLATION A1 SILL DETAIL AIR BARRIER n JOIST HANGER 5 REQ'D ATTIC INSULATION CONTINUOUS XXX CAPACITY IN LBS. °'f' I/VI MINIMAL JOIST HANGER W/ 600 LB. WOOD TRUSS FRAMING I Y F I G A L �° l:A L L 15 O M E TR I �j TW YPICAL ALL N T c, AT WINDOW FOAM TECO CAPACITY (MINIMUM) SHEATH INTERIOR OF PERIMETER DIRECTCONSTRUCTION, REPLACEMENT OF EXISTING ATTIC, ACCESS TO N.T.S. +I OF INSULATION LEVEL TYPICAL WALL REPLACEMENT GO STR GTO , WITH LIKE KIND BUILDING GASKET 5/8" PLYWOOD LAP b" d TAPE/ CAULK TYVEK BUILDING GASKET AND QUALITY, WITHIN SAME 10" R161D INSULATION STRUCTURAL OPENING SHEATHING (UPPER SHEET) OVER OWNER TO PROVIDE ( 24"O.G. MAX TRUSS SPACING) THROU6H-WALL FLASHING CONTINUOUS BEAD O.T.P. AGGE55 PANEL AIR SPACE TAPE d SECURE TYVEK. DRAW AGGE55 PANELIVE O 5 WITH PERIMETER SG VENTILATION BAFFLE (LOWER SHEET) BEHINDSNUG PENETRATION (ex. EXHAUST VENT) BUILDING GASKET TRIM AS REQUIRED TRUSS THROUGH-WALL FLASHING FINISH CEILING ATTICo, STAPLE VAPOR RETARDER \CAULKING —FIBERGLASS INSULATION BETWEEN JOISTS AND TO CEILING JOIST U/5 OF FLOOR SHEATHING FLANGE (SEALED TO PENETRATION) BUILDING GASKET BY CONSERVATION SEAL/TAPE TYVEK@ TO TECHNOLOGY; SIZING GUIDE I DETAIL FLANGE 8632 DRYWALL d UP TO I/4" 6AP5 R SEAL • )000'� /E< INSTALLATION 5656E3654 FOR UP TO 3/8" 6AP5 I ( (USE TYVEK@ FLEXWRAPTM ' FOR LARGE OPENINGS) BG36 FOR UP TO 5/8" 6AP5 BAFFLE ADJACENT TO FLOOR/ Y ` ALL I I `l TE RF A C E DETAIL— FRAME IN d FILL VOID N.T.S. BUILDING GASKET BY SOFFIT AND SAVE AROUND PENETRATION w/ BUILDING GASKET CONSERVATION TECHNOLOGY VENTS SHALL EXTEND MINIMALLY EXPANDING I 8/10/21 I FOR FILING SIZING 6UIDE OVER INSULATIONPOLYURETHANE FOAM OR 5652 DRYWALL d UP TO 1/4" GAPS N.T.S. APPROVED CAULK ATTIC INSULATION 8634 FOR UP TO 3/8" 6AP5 I/2" GWB DATE: ISSUE NO. DESCRIPTION ATI-IC FLOOR FRAMING BC736 FOR UP TO 5/8" GAPS 1 VENTED SOFFIT 7"r\/F<10" OF R161D INS. R-50 INSTALLATION AIR SEA I N O DETAIL 00111PRE551BLE BUILDING GASKET AT PERIMETER OF ENCLOSURE SITZ= CONTRACTOR SHALL VERIFY BUILT ATTIC, ENCLOSURE MECHANICALLY SECURED ! LL FN7RATIO� DETAIL ALL FIELD CONDITIONS AND tj VENTILATION ,e r DIMENSIONS AND BE � ' N.T.S. RESPONSIBLE FOR FIELD FIT �41�'" AND QUALITY OF WORK. i N-in .T.S. TYVEK NOTES NO ALLOWANCES SHALL BE l I N.T.S. l: I' 5/8" PLYWOOD SEAL ALL TYVEr e JOINTS AND PENETRATIONS WITH APPROVED TAPE. MADE IN BEHALF OF THE SHEATHING LAP d TAPE TYVEK FROM CONTRACTOR FOR ANY (ex. DUPONT GO*:TRACTOR TAPE) WALL OVER TYVEK FROM TYPICAL WALL ERROR OR NEGLECT ONA. .� (24 O.G. MAX TRUSS SPACING) FASTEN TYVEiG�TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS HIS PART. + F� EXPOSED FLOOR. _ WITH LARGE PLASTIC WASHER HEADS (ex. DUPONT WRAPGAPS) ,4. �..-. AIR SPACE P.F. METAL FLASHING *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE CONTRACTOR TO CHECK ALL s MECHANICAL LATCH TO ®� NTILATION BAFFLE I STAPLE VAPOR ER T- GOVERNSLUMBER TO ENSURE THAT OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. THE GROWN FADES UP PRESSURE SEAL AT BETWEEN JOISTS I *INSTALL EIFS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS BEFORE INSTALLATION. ' 21 WEATHERSTRIPPING ROOF TRUSS d TO UIS OF FLOOR FIBERGLASS INSULATION LAP d TAPE TYVEKFROM LAP b" d TAPE/ CAULK TYVEK A r �Z'il�lT �11VT g EXPOSED FLOOR OVER OVER THROUGH-WALL FLASHING MANDATORY ENERGY REG2U 1 REMENTS PER JL DRA G, C. OMANUFACTURED PULL FUR DOWN R.R. AS REQ D TYVEK FROM WALL DOWN STAIR (COMPRESSION OF INS. NOT PERMITTED) SILL GASKET EGGGNYS 2020 L �sfR n �4 All Types Of Plans Drafted TYPICAL WAL O BAFFLE ADJACENT TO \ / — CAULK THROUGH-WALL FLA5HING CODE SECTION REQUIREMENT r't., Providing The Finest In Affordable TY Y E< I N S T A L L A T I O N TO CONCRETE FOUNDATION WALL Drafting&F_xpediting Svc's" o SOFFIT AND EAVE �I I I NI103.1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR O I `l I #� \ / R FLOOR®R )E T A I EACH SEPARATE HEATING AND COOL I N6 SYSTEM. VENTS SHALL EXTEND �( ANCHOR BOLT OVER INSULATION ° PAR6ING d DRAINAGE LAYER NI 103.2 HOT WATER BOILERS THAT SUPPLY HEAT TO THE BUILDIN6 www.jldrafting.com I I��I 1/2" Gm RIGID INSULATION THROUGH ONE OR TWO PIPE HEATING SYSTEMS SHALL 707 Suite A Route 110 • Farmingdale N.Y. 11735 ��k� ��l ll `► �� I STAIR VENTED SOFFIT N.T.S. _ _ CONCRETE FOUNDATION WALL HAVE AN OUTDOOR SETBACK CONTROL THAT LOWERS (631) 843-1949 - (718) 224-0001 • Fax (631) 843-8190 —� —� THE BOILER WATER TEMPERATURE BASED ON THE OUTDOOR TEMPERATURE. NI103.3 DUCTS AND AIR HANDLERS BE IN ACCORDANCEAIR S ALI & DETAIL VENTILATION 5AFFLE TY /E< INSTALLATION WITH SECTIONS NI103.3.1 THROU(5H NI103.3.5 NORMAN G. LO</ F.E. EASEO DETAIL N1103.3.2 DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE N.T.S. WHEN JOISTS ARE NOT AT TOP PLATE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH NYS LICENSE NUMBER 051525 N.T.S, EITHER THE INTERNATIONAL MECHANICAL CODE OR N.T.S. SECTION M1601.4.1 OF THI5 CODE, A5 APPLICABLE. -70-1 ROUTE 110 Suite A-I NI103.6 TE BUILDING SHALL BE PROVIDED WITH VENTILATION FARMINGDALE, NY' 11155 THAT MEETS THE REQUIREMENTS OF SECTION MI501 OF THIS GORE OR THE INTERNATIONAL MECHANICAL CODE, TEL: (651)755-7120 A5 APPLICABLE, OR WITH OTHER APPROVED MEANS OF FAX: (651)845-5110 VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC, OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA N1104.1 NOT LESS THAN a0 PERCENT OF THE LAMPS IN PROJECT TITLE: PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA HIGH-EFFICACY LAMPS OR NOT LE55 THAN a0 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES ENERGY NOTES: Genera requirements A continuous air barriers all be Installed In the building Air-permeable Insulation shall not be used as a sealing material. SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. HEATING EQUIPMENT ENCLOSURE envelope. The exterior thermal envelope contains a continuous NIIOa.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE RES I DENGF_ 1. All construction shall comply with the 2020 Ener u Conservation Construction Gode. The authorit havin ALTERATION SHALL COMPLY WITH SECTION 1104.1. p y gj y g NOTES: air barrier. Breaks or olnts In the air barrier shall be sealed. jurisdiction shall be permitted to determine an energy efficiency program to exceed the energy efficiency Rooms containln fuel-burning 2 Geilln attic The air barrier in an dropped aeliin /soffit shall be aligned wit The Insulation In an dropped cellin /soffit shall be aligned with the air barrier. EXCEPTION: ALTERATIONS THAT REPLACE LESS 165 ANGLERS ROAD required this aode. g g g y pp g g y pp g g � � appliances where open combustion the Insulation and any gaps in the air barrier shall be sealed. THAN 50 PERCENT OF THE LUMINAIRES IN A SPACE, 2. A permanent certificate shall be completed by the builder and posted on a wall In the space where the air ductsprovide combustion air to Access openings, drop down stairs or knee wall doors to PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE SOUTHOLD, N.Y. 11 C144 furnace Is located. Certificate shall comply with RCNYS NI101.14 open combustion fuel burning unconditioned attics aces shall be sealed. THE INSTALLED INTERIOR LIGHTING POWER. S. Attic or crawl space access shall be weotherstripped and Insulated to a level equivalent to the appliances, the appliances and a Y4011S Theunction of the foundation and sill plate shall be sealed. The Cavities w ithln corners and headers of frame walls shall be Insulated by completely filling the cavity with NI 102.4.1.2 THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND Insulation on the surrounding surfaces combustion air opening shall be function of the top plate and the top of exterior walls shall be a material having a thermal resistance of R-3 per Inch minimum. Exterior thermal envelope Insulation for VERIFIED AS HAYING AN AIR LEAKAGE RATE OF NOT 4. Installation- the components of the building thermal envelope shall be installed In accordance with the located outside the building thermal sealed. Knee walls shall be sealed. framed walls shall be Installed In substantial contact and continuous alignment with the air barrier. EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE criteria listed In -the table 402.1.1 Where required by the code official, an approved third party shall envelope or enclosed In a room 4 Windows, skylig is and The space between window/door iambs and framing,and ZONE5 1 AND 2, AND THREE AIR CHANGES PER HOUR IN Inspect all components and verify compliance. that Is isolated from inside the doors skylights and framing shall be sealed. CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE DRAWING TITLE: 5. Testing- Building or dwelling unit shall be tested and verified having less than or equal to 3 ACH50 or thermal envelope. Such rooms shall 5 Rim Joists Rim joists shall Include the air barrier. Rim joists shall be Insulated. I "Pial CONDUCTED IN ACCORDANCE WITH ASTM E OR ASTM GZ 4A, 5, 6A. Testing shall be conducted by on approved third party. be sealed and Insulated In E 1827 AND REPORTED AT A PRE55URE OD 0.2 INCHES b. Ducts- Supply and return ducts In attics shall be Insulated to a minimum of R-8 a 3" or greater In accordance with the envelope b Floors (including The air barrier shall be Installed at any exposed edge of Floor framing cavity Insulation shall be Installed to maintain permanent contact with the underside of W.6. WHERE REQUIRED BY THE CODE OFFICIAL, TESTING diameter, and R-6 a ducts less than 3" In diameter. requirements indicated on energy above garage and Insulation subfloor decking, or floor framing cavity Insulation shall be permitted to be In contact with the top side SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. analysis table or st lied rescheck, cantilevered floors) of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL F'RO 'O�jI� ba. Duct Sealing- Ducts, air handlers, and filter boxes shall be sealed. y pp bottom to the to of all perimeter floor framing members. 7. Duct Testing- ]ducts shall be pressure tested to determine air leakage by an approved third party. where the walls, floors and ceilings p p 9 BE SIGNED BY THE PARTY CONDUCTING THE TEST AND 8. Building Testir-ovltlng- shall not be used as ducts or plenums. shall meet not less than the 7 Growl space walls Exposed earth In unvented crawl spaces shall be covered with Where provided Instead of floor Insulation, Insulation shall be permanently attached to the crawlspace PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE NEIN ONE FAMILY DWELLING Mechanical system piping Insulation carrying fluids > 105 F degrees or < 55 F degrees shall be insulated basement wall R-value requirement. a Glass I vapor retarder with overlapping joints taped. walls. PERFORMED AT ANY TIME AFTER CREATION OF ALL a. Me with ch minimum. The door into the room shall be fully 8 Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. Basketed and any water lines and exterior or unconditioned space shall be sealed. DURING TESTING: 10. Mechanical Ventilation- Shall meet the requirements of the RGNY5/MCNY5 ducts In the room Insulated with an 1. EXTERIOR WINDOW5 AND DOORS, FIREPLACE AND a Narrow cavities Batts In narrow cavities shall be cut to fit or narrow cavities shall be filled insulation that on II. Equipment sizing- Per ALGA manual 5, based on loads calculated per ALGA manual J as provided by a R-value of not less than 3. The STOVE DOORS SHALL BE CLOSED BUT NOT SEALED, combustion air duct shall be Installation readily conforms to the available caul s ace. third party HERS rater. BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER 12. Lighting- A minimum of x046 of permanently installed fixtures must have hi h-efficac lamps. 10 Garage separation Air sealing shall be provided between the garage and INFILTRATION CONTROL MEASURES. g g- p �i g y p Insulated where It passes through conditioned spaces. 13. All HVAC,, Plumbing d Electricals stems s all meet the RG chapter II Ener Efficiency, Mechanical conditioned space to an R-value of2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, g y p Energy y pDRAWN BY: DRAWING NO. Code, Energy Conservation Construction Code. It shall be the responsibility of the general contractor to not less than R-8. II Recessed lighting Recessed light fixtures installed In the building thermal envelope Recessed light fixtures Installed In the building thermal envelope shall be air tight and IG rated. BAGKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT submit In detall the design, calculations, drawings, written statements of the mechanical, air conditioning, shall be sealed to the finished space. NOT SEALED BEYOND INTENDED INFILTRATION CONTROL N.F. ventilation, heating systems, (new, existing or upgraded) stamped by a professional engineer if required by WATER, SOIL OR WASTE PIPES 12 Plumbing and wiring In exterior walls, batt Insulation shall be cut neatly to fit around wiring and plumbing or Insulation that on MEASURES. INSTALLED IN EXTERIOR WALL5, installation readil conforms to available Spore shall extend behind 1 In and wirin . S. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE CHECKED BY: the Owner or Bulllding Dept. ATTICS OR CRAWL SPACES SHALL TEST SHALL BE OPEN. 14. Additions, alterations or renovations: shall comply with EGGG 2020. Unaltered portions of the existing 13 Shower/tub on The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs shall be Insulated. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION N.G.L. � `T building Is not required to comply with this code. BE PROTECTED FROM FREEZING exterior wall and tubs shall separate them from the shower or tub bu Minimum one Programmable edtoco thermostat shall be provided for each separate heating and cooling system TEMPERATURES BY PIPE INSULATION 14 Electrical/phone box The air barrier shall be installed behind electrical or 5Y5TEM5 AND HEAT RECOVERY VENTILATORS SHALL BE p P 9 9 y WITH A MINIMUM R-VALUE OF 5. CLOSED AND SEALED. SCALE: on exterior walls communication boxes or atrsealed boxes shall be Installed. In accordance with section N1103 Control Systems. S. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE AS SHOWN Ib. All exterior wall/floor/celling joists shall be air sealed and Insulated in accordance wlth Table HOT WATER PIPES TO BE INSULATED IS HVAC register boots HVAC supply and return register boots that penetrate TIME OF THE TEST, SHALL BE TURNED OFF. R402.4.1.1. Apply a fresh bead of caulk to the to and bottom late immediate) prior to installing Interior building thermal envelope shall be sealed to the subfioor, b. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE pp y p p y p 9 WITH TI (MIN) RI61D PIPE wall covering or ceiling penetrated by the boot. TIME OF THE TEST, SHALL BE FULLY OPEN. DATE: PROD. NO. gypsum wall board. INSULATION. Oa/IO/2I 21-204 4 BOLTS 12 O.G. (MAX.) 4 I. FASTENERS ®14.2 O.G. (MAX) 1, LEGEND MICROLAM LVL HEADER MICROLAM LVL HEADER '` t> i NEW FOUNDATION (SEE PLAN FOR SIZE) 1.511-1f I. (SEE PLAN FOR SIZE) 1.5" 1.5" 9" MIN. NEW PARTITION 2" 2 TREAD EXIST. PARTITION 0 0 0 0 0 o o a o a o 0 * T IDTI j DEMOLITION PARTITION / FOUND. • N Q • N Q 8-I 4 MAX. 2" _ 11J 2" — / �� NEA SMOKE DETECTOR 1/2" DIA. STEEL BOLTSRISER ®D HARDWIRED W TH BATTERY BOLT HOLES ARE TO BE 1/32 TO 1/I6 DIAMETER PROVIDE 12 STRONG DRIVE SD5\s, PROVIDE 12 STRONG DRIVE SDS RI5ER MUST BACKUP LARGER THAN BOLTS. BOLTS MUST MEET OR SOREyy SD525600 6" LONG (6) ON SCREW 5DS25600 b" LONG (6) ON BLOCK PASSAGE NEW COMBINATION OR SEPARATE EXCEED ASTM A 30'7 OR SAE J429 GRADES I EACH SIDE ADJACENT TO JOIST TWO ROWS OF STRONG DRIVE EACH 51DE ADJACENT TO JOIST OF A 4" DIA. SPHERE GO/5D SMOKE / CARBON MONOXIDE OR 2. BOLTS MUST EXTEND THROUGH HEADER HANGER CARRYING POINT LOAD 5D5 SCREW 5D525600 6 HANGER CARRYING POINT LOAD 3/4" MIN. - 1-1/4" MAX. NOSING ® DETECTOR(S) HARDWIRED WITH GIRi7ER AND ARE TO BE FASTENED WITH NOT LESS THAN LONG BOTH SIDES ®19.2 O.G. SEE PLAN FOR A STANDARD GUT WASHER UNDER THE HEAD BATTERY BACKUP EXACT SIZE AND NUT MEETING AIIN51 B 1822.1. I-I/2° BEAMS AS L�� 11 © NEA HEAT WIH BATTERYY BAO�HPARDWIRED L\/L _ SPECIFIED 2 (4) M.L. I-I/2" ON PLANS BEAMS AS L.S. WALL LOAD BEARING WALL FASTENINO DETAILS _ FASTEN I NO DETAILS SPECIFIED STA I R TREA� RISER ETA I L T.B.M. TO BE MAINTAINED 21' ON PLANS (2) ROWS I/2° DIA, ® POST TO BELOW N.7.5. OPTION W/ BOLTING BOLTS ®12" O.G. N.T.S. OPTION W/ SDS SCREWS N.T.S. 0 POST FROM ABOVE P.T. PRESSURE TREATED STAIR NOTES: b'-11" WINDOW HEADER HEIGHT AS FRAMED ABOVE SUBFLOOR I. THE RISER HEIGHT SHALL BE NOT MORE THAN 8-1/4". HDG DOUBLE HOT DIPPED 8"X6"XI/2" STEEL COLUMN 5'-0" HEADER HEIGHT FOR WINDOWS FRAMED WITHIN SECOND 2. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE GALVANIZED FLOOR FRONT WALL SMALLEST BY MORE THAN 3/8". V,I, VERIFY IN FIELD, STEEL BEARING SEE PLAN FOR IF DIFFERENT PLATE REQUIRED 51ZE 3. THE TREAD DEPTH SHALL BE NOT LESS THAN 9". 36" HIGH GUARD RAIL ANDERSEN 400 SERIES PRE FINISHED EXTERIOR WHITE FROM PLAN CONTACT DESIGN 4" P.C. SLAB LESS THAN 4" 4. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE PROFESSIONAL WINDOWS, WITH WHITE INTERIORS 4 SIMULATED DIVIDED LIGHT SMALLEST BY MORE THAN 3/8" ON GRADE BALUSTER GAP &RIL5, COLONIAL STYLE A5 SHOWN ON ELEVATIONS, OR A5 5. A NOSING PROJECTION NOT LESS THAN 3/4" AND NOT MORE THAN 1-1/4" SHALL BE P,G, POURED CONCRETE 5TIFFNER PLATES 36" HIGH HANDRAIL SELECTED BY HOMEOWNER. LE55 THAN 4" PROVIDED ON TREADS OF STAIRWAYS WITH SOLID RISERS. JOIST HANGER W/ REQ'D (OPTIONAL) (4) 1/2"X12" BALUSTER GAP INTERIOR DOORS TO HAVE 2-2"xb" HEADERS UNLESS b. THE GREATEST NOSING SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE XXX CAPACITY IN LBS. a ° ANCHOR BOLT5 m m OTHER 415E GALLED OUT ON PLAN. 7.A NO51N6 PROJECTION I5 NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LE55 THAN II". TECO JOIST HANGER W/ 600 LB. ° a ° • DOORS TO BE PRE-FINISHED WHITE, PRE-HUN&, SOLID GORE, CAPACITY (MINIMUM) PANEL STYLE 4 HARDWARE TO BE SELECTED. DIRECT REPLACEMENT OF EXISTING CONSTRUCTION, WITH LIKE KIND P.G. FOOTING NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT REPLACEMENT AND QUALITY, WITHIN SAME �I I° 8 P.G. FND. WALL v°a a SEE PLAN FOR ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNERS. STRUCTURAL OPENING v ° a a EXACT SIZE I I 4" GONG. SLAB �� FOUNDATION NOTES: O.T.F. OWNER TO PROVIDE Q . I/4/FT. SLOPE ,- -DOUBLE J015T UNDER ALL PARTITIONS RUNIN6 PARALLEL a a ° P.G. STEPS FOR DRAINAGE r -PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR SYSTEM 8'-O" O.G. /� EXTERIOR CORNERS 3" DIA. -5/4" T46 PLYWOOD SHEATHING ABOVE TO BE GLUED AND SCREWED A TO HAVE (4)2"X4" DRAIN TO ORYWELL -4" POURED CONCRETE SLAB W/ 6ML POLY VAPOR BARRIER ON CORNER P05T TO ° MIN CAPACITY COMPACT FILL. A-2 SIMPSON ° 8 GU. FT.= 60 GALLONS -PROVIDE R-14 BATT INSULATION TO UNDER SIDE OF 5UBFL0OR HDU4-5DS2.5 ° a BASEMENT ENTRANCE 32'-0" HOLDOWNS 4 SIMPSON o 12" P.G. CHEEK WALL SSTB24HD6 ANCHOR :� V-O" BELOW GRADE 23'-52" 1 8'-62" 3'-S" 8" BOLTS STEEL ��J 1 I SET I ON 13 ' 8 XI6 P.G. FND. FTG.M T ~ SIMPSON 55TBI6HD6 (2)#4 RE-BAR (CONT) 12 P.G. TRENCH FTG. 17'-2" TO 36" BELOW GRADE ANCHOR BOLTS REO'D ®34" O.G. 4 N.T.S. SCALE I/4" = I '-O" (2) LAYERS 18 6A. 6ALV. STL. I'-O" 4'-7" 4'-O" - I,-O" 4'-7" 1'-0" 1'-O" (BOTH WAYS) FLASHING TO b" BELOW SILL — — — — FROM EACH CORNER 8/10/2) 1 FOR FILING 4 6" UNDER VINYL SIDING ! 4 EXST6. FND. SOLDER SEAMS 4 SEAL DATE: ISSUE N0. DESCRIPTION W/ ASPHALT SEALER _ . ' '' O _ -• . . .�.. ... _ ....: ; .•: . ;� 36" HIGH HAND RAIL 4 O O D STEP FTG... AND GUARD RAIL RIDGE VENT b L POLY VAPOR 4 P.G. SLAB • W/ LE55 THAN 4" is 2.1 _ _ _ _ _ _ _ _ _ _ _ _ ___ _ CONTRACTOR SHALL VERIFY ��' — — BALUSTER GAP ALL FIELD CONDITIONS AND PRE FAB ROOF TRL''55 dJ' • " DI MEN5I ON5 AND BE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I RESPONSIBLE FOR FIELD FIT AS SPECIFIED BY OTHERS A r - AND OUALITY OF WORK. 5/8" COX SHEATHING (24" O.G. MAX. TRU'-SE, SPACING) I I I NO ALLOWANCES SHALL BE T.D. RIDGE i "`• ? I MADE IN BEHALF OF THE DIr Ind #15 BLDG. PAPER _ _ _ _ _ _ _ _ 8 I 3O�_8�� I 8 I I CONTRACTOR FOR ANY ASPHALT SHINGLES HIS PART. ERROR OR NEGLECT ON WINDSTORM BRACING i I BASEMENT 1 i , PER TRU55 MANUFACTURER � I 4 P.G. SLAB 1 CONTRACTOR TO CHECK ALL LUMBER TO ENSURE THAT ICE 4 WATER SHIELD - 1 I 6 MIL POLY VAPOR I I THE GROWN FACES UP UNDER ASPHALT SHINGLES. r`r I 1 - BEFORE INSTALLATION. SHIELD TO CONSIST OF SELF- I 12 : I - BARRIER I I 1 ml�t 6 N I � mld' 8 O G1.G. HT. V r , ADHERING POLYMER MODIFIED I O O 43 6 1 •. I I I m T BITUMEN SHEET. SHEET 15 TO �� 1 I �j O i �, I JL DRA ilii C. COMPLY WITH A5TM D 19'10. 1 _� m =� 5 EPS ' WINDOW I I ® I I DRAFTSMEN All Types Of Plans Drafted SIMPSON HURRICANE CLIP _ CONNECTOR EA. R.R. TO STUD T.O. PLATE \ �� WELL I 1 *- ? 3)Z" L.G. ON '' IL I f�� Providing The Finest In Affordable PER TRU55 MANUFACTURER 21_011 �� I -IL 36"X36"XI8" P. . FT6. _ - UP 11 R VENTILATION BAFFLE ! 1 ° I — I I - Drafting&Expediting Svc's" GUTTER 4 LEADERS �� ' 1 �M x I O 3 #5 RE-BAR � "X6" RIM BOARD - \ _ _ T.O. PLATE , I I IS'-4"EACH WAY 3'-5" I I'-I I" /2 6.W.B. L R-44 INSULATION R-14 INSULATION 3'-I Ill, - - „- 3068 II O.H. O W.I 2 I X6 RIM BOARD _ _ -__ - I www.jldrafting.com ! lN,l, I I I r-- --1 707 Suite A Route 110 • Farmingdale N.Y. 11735 CONT. VENTED SOFFIT (Z HALL WA-.Y CLO. I-O O.H. I C - CLO. _ I _ 5 „ „ I I I 1 g , „ I to _ 631 843-1949 TYPIGAL NEW WALL GONSTRUGTIO 1 „ - ��-I - _ _ _ (4) I /4 xl4 M.L. 1 1 I 1 _ (4) I /4 xll �/e M.L. ( ) (718) 224-0001 Fax (631) 843-8190 (2)2"X4" TOP PLATE: -I� GEORGIA PACIFIC 6P560 6'-2.2 O ' I ' TECO ALL F.J. I 1 1 I TECO ALL F.J. CONT. VENTED SOFFIT -IN O -1 O 2"X4" STUDS ®I 6" O.G. m 11-7/5" WOOD I-JO I STS 2"X5" P.T. NAILER 2"X4" SHOE, I/2" 6.V J.B. r ®Ib O.G. BOLTED TO HOUSE 3" DIA. NORMAN I/2" GDX PLYWOOD SHEATHING 3/4" PLY. GLUED 2 TECO ALL G.J. I I I 1 3)Y L.G. ON I DRAIN TO DRYWEL I ORI'I A I V G. L O K, F.E. TYVEK, I" FOAM BAc:KER (R=5) AND SCREWED 6 2"X6" R.R. ®I6" O.G. I I 30 X30 XI5 P.G. FTG. I I MIN CAPACITY SUBFLOOR I (3)#5 RE-BAR VINYL SIDING, R-15 INS. 0. SUBFLOOR 1/2 COX SHEATHING T.D. SUBFLOO I I I EACH WAY 1 I 8 GU. FT.= NYS LICENSE NUMBER 088525 SIMPSON GS20 STRAP TIES _ ATE __ (2) LAYERS #15 BLDG. PAPER I 36 HIGH RAILING I I „ 60 GALLONS (SILL TO STUDS) ®Ib" O.G. ASPHALT ROOFING 707 ROUTE 110 Suite A-I _ _ T-0 PLA��P I I LE55 THA 4" 36 HIGH HAND RAIL I I DAMP PROOF FARMINGDALE, NY 11-755 (4) 1 9/4 xI I '/e" M�. SIMPSON H4Z HURRICANE I I BN/ LESS THAN 4"ALUSTER GAP I I PERIMETER OF TECO ALL F.J. 36" HIGH HAND RAIL :: BALUSTER. GAP FOUNDATION WALL TYPICAL NEW WALL CONETRUGTIO : CLIPS ®I6 O.G. (R.R. TO HDR) I _ 1 I I TEL: (651)-755--1c120 (2)2"X4" TOP PLATE: I/2 G.W.B. W/ LESS THAN 4" (8) 8D NAILS REQ'D `� I I O v =� I I ( CONTINUOUSLY BALUSTER GAP r I O I AROUND ALL FAX: (631)845-8180 2X4 STUDS ®I6 O.G. - (2)2 x8 P.T. HDR. 1 to= I , 2"X4" SHOE, 1/2" &.W.B. LIVING / DINING I I AREAS) 7 D.H. CONT. VENTED SOFFITS - 1/2" COX PLYWOOD SHEATHING -Iry ROOM HALLWAY I TYVEK, I FOAM BA, KER (R=5) O I SIMPSON 504Z POST GAP I _ VINYL SIDING, R-15 INS. (HDR. TO POST) iA I r u !! (2) I /4u I 8" POURED PROJECT TITLE: :N: 11 ?/a" M.L. �1 ® I CONCRETE R-IQ INSULATION 4"X4" P05T I I 1 1 -� I 1 GO/5D ,- FOUNDATION WALL SIMPSON G520 STRAP TIES 3/4 PLY. GLUE — I 2X8 P.T. NAILER 1 I ® I I I I ON I6 x8 P.G. (SILL TO 5TUD5) @i6" O.G. GEORGIA PACIFIC, 6P560 AND SCREWED BOLTED TO HOUSE I I ; FOOTING II-7/8" WOOD I-JOISTS BFLOOR TECO ALL D.J. I 1 (2) LAYERS 18 GA. C,pALV. STL. T.O. 5 OOR ®1 b" O.G. R S I D �1 G t T.0. 5UBFLOOR ' FLASHING TO 6" BELOW SILL = = I I I 165 ANGLER5 ROAD 4 8" UNDER VINYL SIDING O - SIMPSON 12 0516 STRAP TIE L - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - J SOLDER SEAMS 4 SEAL ! I1=1I-1 (POST TO D.Ja iv I , I 50UTHOLD, N.Y. I I X44 W/ ASPHALT SEALER I—II (4) 1 5/4' x14" M.L. - - - - - - - - - - - - - - — — — - — - - - - - - - - - - - - - - -111 III I BASEMENT TECO ALL F.J. GRADE L J -III=III- :I• I 2"Xb" D.J. alb" O.G. 2"Xb" DECKING 1 51MP50N DTTIZ HOLDOWN (2)2"X6" P.T. SILL =III- I t(6) SIMPSON H4Z GLIPS _ - I ? ®4 LOGATIONS EVENLY NON-METALLIC TERMITE SHIELD WELL COMPACTED FILL = p O O '' -III=1 i I I ®Ib O.G. O ISTRIBUTED ALONG DECK AND SILL SEALER ' III=III=1 - ' 0) I - p i' L (GDR. TO D.J) 6 xb P05T ON in `t I - I WITHIN 24" OF EACH END. SIMP50N SSTBI6HD6 ANOHOR I 12 P.G. TRENCH FTG. 1 I DRAWING TITLE: BOLTS ®34" O.G. 4 1'-0" FROM CORNERS TO 36" BELOW GRADE a� r; (2)2"X8" HDR. 14" P.G. PIER 3' _ ® PROVIDE (b)SD S X1-I/2 INTO (BOTH WAYS) 3" SQIJARE WASHER HDG I (24"X24" FTG. F:EQ'D BELOW SIMPSON 504Z POST GAP (HDR. TO P05T) BELOW GRADE I JOIST AND SIMPSON SDWH HDU4-5DS2.5 HOLDOWN AT ALL CORNERS POSTS) 5OI L.G. ON - •. 30"X30"XI5" •�' 6"X6" P.T. POST SIMPSON P5544AZ POST BASE _i TIMBER-HEX�HDG SCREW WITH SIMPSON 55TB24HD6 REQ'D WITH HOLDOWN P.G. FTG. LINE OF DECK ABOVE. P.T. GDR. A MINIMUM 3 PENETRATION (2) 1/8" THICK LAYERS GELOTEX 12 P.G. CHEEK WALLS (3)#5 RE-BAR - j 14" DIA. P.G. SONOTUBE FT6. PROVIDE Ix8 RIM BD. — — — — — — INTO TOP PLATE (SEE NAILER PROPOcj D TROWEL MASTIC, FOUNDATION TO 36" BELOW GRADE EACH WAY (TYP) ) TO 36 BELOW GRADE CONTINUOUSLY AROUND I— — — — — —I PLATE DETAIL PG A-2) • „ Is'-O" 811 4'-8" 8" II'-O" 2"X8" P.T. NAILER NEW ONE FAMILY DWELLING WATERPROOFING (1YP) 1 1� (I) #4 RE-BAR WITHIN 12 OF TOP OF WALL BOLTED TO HOUSE ' • I L _I • AND AT POINTS TECO ALL D.J. 4" DIA. FRENCH DR %IN C——J #6 VERTICAL RE-BAR ® 43" O.G. W/ GRAVEL FILL 8" POURED CONCRETE 32'-O" (2) #4 RE-BAR (CONT) FOUNDATION WALL ON 16"x8" P.G. FOOTING DRAWN BY: DRAWING NO. N.F. SE� I I O I � FOUNDA71 ON FLAN CHECKED BY: N.G.L. A-5 SCALE 1/4" = I'-0" SCALE 1/4" = 1 '–O" SCALE: A5 SHOWN DATE: PROD. NO. 08/1 O/2 t 21-204 LE&END DRYER CODE REFERENCE TABLE R501A.1.3(2) TABLE R5Q1.1T.1.3(I) ::', .. M1502.3 Duct termination. exhaust ducts shall terminate on the PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS DECK LEDGER CONNECTION TO BAND JOIST° (DECK LIVE LOAD = 4o PSE, DECK DEAD NEW FOUNDATION LOAD = to PSE, SNOW LOAD LESS THAN OR EQUAL TO 40 PSE) GALV. STEEL FLASHING LINE OF '7Tli'??TT�7Tl NEW PARTITION outside of the building. Exhaust duct terminations shall be In MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DECKING FASTENER IOD GALVANIZED NAILS HOUSE accordance With the dryer manufacturer's installation - - - - - Instructions. If the manufacturer's Instructions do not specify a TOP EDGE BOTTOM EDGE ENDS RAW SPACING JOIST SPAN JOIST (SEE DWG FOR EXACT SIZE) - - - - - EXIST. PARTITION DEMOLITION PARTITION / FOUND. termination location, the exhaust duct shall terminate not less a b b 6 and 6 I to 81 to IOT' to Milli to 141 to 161 to P.T. NAILER PLATE BOLTED TO HOUSE ' ' " ' " ' " ' " ' " ' " NEW SMOKE DETECTOR than 3 feet In any direction from openings into buildings. LED6ER 2 INCHEe 3/4 INCH 2 INCHES 1-5/8 INCHES CONNECTION DETAILSSEE DWG FOR EXACT SIZE 5D less 8' 10' 12' 14' 16' 18' HARDWIRED WITH BATTERY Exhaust duct terminations shall be equipped With a backdraft BAND JOISTS 3/4 INCH 2 INCHES 2 INGHESb 1-5/8 INCHESb 1/2"Xb" LONG HOT DIPPED GALVANIZED iv ® BACKUP damper. Screens shall not be installed at the duct termination. ON-CENTER SPACING OF FASTENERS LAG BOLT WITH MATCHING WASHER, NEW COMBINATION OR SEPARATE a. LA6 SCREWS OR BOLTS SHALL BE STA66ERED FROM THE TOP TO THE BOTTOM ALONG 1/2" DIAMETER LAG SCREW ®12" O.G. INTO BAND JOIST THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50'1.2.10U' WITH I/2" MAXIMu 30 23 18 IS 13 II 10 GO/5D SMOKE / CARBON MONOXIDE b. MAXIMUM 5 INCHES. SHEATHIN6e- GALVANIZED METAL J015T HANGER WASHER / DRYER NOTES: ® DETECTOR(5) HARDWIRED WITH I. PRoV11DE LEAD PAN WITH DRAINAGE c. FOR ENGINEERED RIM JOISTS, THE MANUFACTURERS RECOMMENDATIONS SHALL 6OVERN. (SIMPSON HDG OR EOUIV.) BATTERY BACKUP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 SCREWS OR BOLTS TO THE TOP 1/2" DIAMETER BOLT WITH SIMPSONDTTIZ HOLDOWN ®4 LOCATIONS FOR WASHER. EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.10). 1/2" MAXIMUM SHEATHINed 36 36 34 2q 24 21 111 ©EVENLY DISTRIBUTED ALONG DECK AND NEW HEAT DETECTOR HARDWIRED 2. DRYER TO VENT TO EXTERIOR. - z WITHIN 24" OF EACH END. PROVIDE Cl WITH BATTERY BACKUP FOLLOW MFR'S SPECIFICATIONS FOR MAX. LENGTH OF VENT DUCT RUN. 1/2" DIAMETER BOLT WITH L.B. WALL LOAD BEARING WALL Cl STAG6ER FASTENERS I" MAXIMUM SHEATHING' 36 36 2q 24 21 18 16 (6)SD #qXl-I/2 INTO JOIST AND SIMPSON SDWH (SEE MI502.3 ABOVE) IN 2 ROWS TIMBER-HEX HDG SCREW WITH A MINIMUM T.B.M. TO BE MAINTAINED a. LED&ER:5 SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT 3" PENETRATION INTO TOP PLATE ® P05T TO BELOW ROOF NOT:5 O° ° ° 5.5" MIN. FOR 2"X8" WATER FROM CONTACTING THE HOUSE BAND JOIST. -GAF ARCHITECTURAL ASPHALT ROOF SHINGLES OVER ENTIRE - T 6.5 MIN. FOR 2 XIO b. SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. NAILER O POST FROM ABOVE ROOF AREA . 7.5"' MIN. FOR 2"'XI2"' c. THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE P.T. PRESSURE TREATED -15# FELT OVER 5/8" CDX PLYWOOD SHEATHING WITH ICE +! O O 0° c° BAND JOIST. WEATHER SHIELD AL ALL PEREMETER5 DISTANCE SHALL BE PERMITTED TO BE d. 5HEATHIN6 SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. N -r c� HD& DOUBLE HOT DIPPED -12" OVERHANG FRONT AND BACK, 4" OVERHANG LEFT AND RIGHT 2" Mil 'LEDGER LAG SCREW OR BOLT F . REDUCED TO 4.5" IF LAO SCREWS ARE e. 5HEATHIN6 SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, GYPSUM BOARD, GALVANIZED -I x8 FA_01A AROUND ALL AREAS, VINYL BEADED SOFFIT., - USED OR BOLT SPACING IS REDUCED FIBERBOARD, LUMBER OR FOAM 5HEATHIN6. UP TO 1/2 INCH THICKNESS OF STACKED m TO THAT OF LA6 SCREWS TO ATTACH WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE \/.I.F, VERIFY IN FIELD, IF DIFFERENT RUNOFF N,?TE5: 2X8 LEDGERS TO 2X8 BAND JOISTS. SHEATHING THICKNE-55 WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER FROM PLAN CONTACT DESIGN -GUTTERS CONTINUOUSLY AROUND; FIGURE R501.2.1(1) 5HEATHING. PROFESSIONAL LEADERS LOCATIONS AS PER INSTALLER- ALL LEADERS DRAIN TO PLACEMENT OF LAG 50REM AND BOLTS IN LEDGERS 6" DIA. P1/G PIPE TO NEW DRYWELLS. POURED CONCRETE .G. n JOIST HANGER W/ REG'D xxx CAPACITY IN LBS. DRAINA(5E CALCULATION (2.5" RAINFALL) JOiST HANGER W/ 600 LB. ROOF AREAS = 1,043.3 s.f. RAIN VOLUME = 1,043.3 X 0.21' = 21q.Oq cult. T GO CAPACITY (MINIMUM) 21q.Oq X1.461 GALLJcu.ft. = 1,631.03 GALL. -'2 REPLACEMENT OF EXISTING USE (2) V DIA. X 4' EFFECTIVE DEPTH DRYWELL 32'-0" 4'-4" A DIRECT CONSTRUCTION, WITH LIKE KIND (1,263 GALL. CAPACITY EACH) 4'-04" q'-q4" q'-72"8 ,_62 A_2 REPLACEMENT STRUCTURAL OPENING AME HEAT1NS, EQlJ1PMENT NOTE: OWNER TO PROVIDE ALL HEATING EQUIPMENT TO BE I A--2 I 32'-O" INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS INCLUDING DN. 3R BUT NOT LIMITED TO CLEARANCES, EXHAUST VENTING d FRES-1 AIR INLETS. 17'-2" I O I I I CONCRETE STOOP 6 STEPS TO6RADE m - - - - - - -EG SS - - - - - - - - - - - - - - - - - - - - - - EGR55 - - - - - - HEATING EQUIPMENT ENCLOSURE NOTES: 6'-O"x 6'-8" SL. 6L. DR. 6'-o"x 6'-8" SL. GL. DR. (2) TW210410 R (2) TW210410 (2) TW210410 Rooms containing fuel-burning appliances DN. II I 1 where open combustion air ducts (2) 1 8 " xq Y4" M.L. (2) 1 s/4" xq Y4" M.L. (2) 1 9/a" xq Y4" M.L. I (2) 1 3/4" x7)41" M.L. 2068 W I• (2) 1 9/4" x'7 Y4" M.L. provide combustion air to open pi O cV I CLOSE1 combustion fuel burning appliances, the La = - appliances and combustion air opening 31'-3" * - _ I 12'-O" b'-6" shall be located outside the building `p ,- I 1 =NV thermal envelope or enclosed in a room %v In 1 I �' 5/10/21 1 FOR FILING that Is Isolated from Inside the thermal envelop:9. Such rooms shall be sealed DINING ROOMIL L1 DATE: ISSUE NO. DESCRIPTION and Insulated in accordance With the 1'-O" GLC. HT. LIVING ROOM _ - envelope requirements Indicated on q'-O" GLC. HT. energy analysis table or sipplied = _ - j 4 - MASTER = a rescheak, where the Walls,floors and - _ _ O ry H LLWAY = CONTRACTOR SHALL VERIFY ceilings shall meet not less than theo V -�' �; 1 BED ROOM #2 BEDROOM {y ALL FIELD CONDITIONS AND basement wall R-value requirement. The LISTED VENTLE55 &A5 1 8'-O" GLC. HT. O 8'-O" GLC. HT. - x �" DIMENSIONS AND BE door Into the room shall be full .fl 1 RESPONSIBLE FOR FIELD FIT � { dot y - FIREPLACE. SET 12 ABOVE FLOOR; ry 1 AND QUALITY OF WORK. Basketed and any water lines and ducts _ ® MAKE 4 MODEL T.B.D. INSTALL A5 = NO ALLOWANCES SHALL BEa4� q.. a In the room Insulated with an R-value of _ PER MANUFACTURER. ADJUST FRAME -rKV I SD I MADE IN BEHALF OF THEG not less than 3. The combustion air duct r 1►- DIMENSIONS ACCORDINGLY. I CONTRACTOR FOR ANY shall be Insulated where It passes �D.W.� I IX � I ERROR OR NEGLECT ON 1 ® N HI5 PART. through conditioned space to an \�� 3'-O" - Q O - O CONTRACTOR TO CHECK ALL I HANG ROD W/ SHELF $ d I I � LUMBER TO ENSURE THAT (� R-value of not less than R-8. � � J N ABV. TYPICAL OF ALL - SD OL05ET LOCATIONS (V I Q1 II'-per" O 2668 ® I T THE GROWN FACES UP 1 j ry m ry (V - BEFORE INSTALLATION. tp I s/4' xl I /e" M.L. FLUSH TE O ALL F.J. DN. 3 R� (4) I g/" xl I �/" ML. TECO ALL F.J. _ .fl DN. 13 R I O � � � � " , BATH ROOM Q � I � . JL DFTIlVG, IN C 00 .KITCHEN 4 00F7 2068 DRArTSMEN All Types Of Plans Drafted1'-O" GLC. HT. 4 5/0 4' SL. CL. DR. 4' 5L. CL. p i = 0 2068 �MZ d 1 sl��c� ��w Providing The Finest In Affordable REF. m vOol ° ® D m ry ASTER o- Drafting&Expediting Svc's " HI6H HAND RAIL W/ LESS THAN 4" 3'-3"GO/SD " BALUSTER GAP o1 ry O O O ® w H1 ry 0 � www.jldrafting.com 4'-O" 3' O" 12'-O" 1L [Q _ I 707 Suite A Route 110 • Farmingdale N.Y. 11735 dJ BED ROOM #�J Ul i (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 - - BATH ROO ___---- V-O" GLC. HT. 1 Q x OO 1'-O" GLC. HT. (2) J. x Q - - -'043 � i 2068 W I. I � NORMAN G. LO �. . MZ ry ry FPKT 2868 BED ROOM #4 ry ry n 1 „ GL ry I 286 .D UP 5 R 1'-O" GLC. HT. � O I LINE OF 8-O CEILING I O _ ® 2 ® _ - ---- ------------------------ ----- ------- -- ------ ---------------------- T-4.1W.I. - NYS LIGENSE NUMBER 081525 m 8'-q" 2'-0" _ _ r' I CLU CLOSET 1 -70-1 ROUTE 110 Suite ?�-I i' RYEi WASHER IL T I „ o v „ O v ROOM CLOS. _�- I 13-6 4-o IS.-O.. I FARM I NGDALE, NY 11-735 mCGCG-H ryb� 5D 1 ss 2668 ® TEL: (651) 155-7ci20 (2)2"xu HDR. (2)2" 8" x8 (2)2"x8 HDR. 1 2)2"xHDR. (2)2"x8"H R. (2)2"x8"HDR. 1 FAX: (651)845-8110 81 TM I C410 '�P ]NAiL TN210410 - - - - - - EG SS - - - - - -AW- - - - - - - - - - - - - - - - - - - - - - - - - - - - -� v v LINE OF ROOF ABOVE. I V O I O p I 5'-42„ I 10'-72„ I l0'-72., 5-41" PROJECT TITLE: 'xb" P.T. P05T YV cV C4 I 32'-O" pECORATI VE WRAP 2 :2'x8" F.T. HE E !MPSON POST GAPE - - Ei LINE OF ROOF BELOW J i� BASE REQUIRED DN 3R V-41 10'-72" 10'-72° 5-42" 165 ANGLERS ROAD SOUTHOLD, N.Y. IIC144 32 O' DRAWING TITLE: FIRST FL=OOR PLAN SEC ND FLOOR PLAN i�ROPOS�D SCALE 114" - I'-O" SCALE 1/4" - 1'-0" NEW ONE FAMILY DWELLING LIGHTING I VENTILATION CALCULATIONS ROOM NAME ROOM S.F. LIGHT REOV L16HT PRO. VENT REQ'D VENT PRO. NOTE: MASTER BEDROOM 168.0 13.44 27.1 612 14.46 CODE COMPLIANT DRAWN BY: DRAWING NO. BEDROOM 2 128.0 10.24 31.35 5.12 17.41 CODE COMPLIANT N.F. BEDROOM 3 168.0 13.44 15.65 6.12 7.23 CODE COMPLIANT BEDROOM 4 150.0 12.0 13.15 6.0 7.23 CODE COMPLIANT CHECKED BY: LIVING / DINING 3g5.0 31.6 101.64 15.8 52.76 CODE COMPLIANT N.G.L. A-6 SCALE: 7 AS SHOWN DATE: J. NO. 08110/2 I 21-204 9 LEGEND NEW FOUNDATION Z /Z 1112 NEW PARTITION _ T.O. RIDGE _ T.O, RIDGE _ _ _ _ _ _ _ _ _ EXIST. PARTITION — — - - _ DEMOLITION PARTITION / FOUND. SD NEW SMOKE DETECTOR RIDGE VENT � HARDWIRED WITH BATTERY 12 ® BACKUP ASPHALT ROOF SHINGLES 6 NEW COMBINATION OR SEPARATE GO/SD SMOKE / CARBON MONOXIDE ® DETECTOR(S) HARDWIRED WITH BATTERY BACKUP T.O. PLATE T.O. P— NEW HEAT DETECTOR HARDWIRED LATE © WITH BATTERY BACKUP L.S. WALL LOAD BEARING WALL T._O_ , PLATE T.S.M. TO BE MAINTAINED ® P05T TO BELOW ❑ POST FROM ABOVE PRESSURE TREATED HDG DOUBLE HOT DIPPED GALVANIZED m`r m� �,I,�, VERIFY IN FIELD, IF DIFFERENT 12 FROM PLAN CONTACT DESIGN cry 6 T.O. SUBFLOOR T.C. SUBFLOOR T.O. SUBFLOOR PROFESSIONAL — — POURED CONCRETE T.O. PLATE T.O. PLATE T.O. PLATE - n J015T HANGER W/ REa'D XXX CAPACITY IN LBS. TECO JOIST HANGER W/ 600 LB. CAPACITY (MINIMUM) REPLACEMENT OF EXISTING DIRECT CONSTRUCTION, WITH LIKE KIND _1 =1cv =Icy REPLACEMENT AND QUALITY, WITHIN SAME O STRUCTURAL OPENING O.T.P. OWNER TO PROVIDE T.O 5UBFLOOR TO._SUBFLOOR T.O. SUBFLOOR O � OO GRADE: GRADE F-------I F-j 1 r - - - - 1 —011 I [ I II 1 i ------------- I L - - - - I , I I F-j I I8/10/21 I FOR FILING F—_j I DATE: ISSUE NO. DESCRIPTION F-j I I- I I I I I I F I CONTRACTOR SHALL VERIFY - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ALL. FIELD CONDITIONS AND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. d "" NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE REAR ELEVATION R0T SIDELEVATION CONTRACTOR FOR ANY � �`� ERROR OR NEGLECT ON f HIS PART. has , - I - �' LUMBER TO ENSURE THAT ALL SCALE I/4 - I -O SG?.LE I/4 - I -O THE GROWN FACES UP w»' /21 BEFORE INSTALLATION. T.O. RIDGE T.O. RIDGEI ii J L D G, INC. DRAFTSMEN All Types Of Plans Drafted _ � Providing The Finest In Affordable RIDGE VENT a — — Drafting&Expediting Svcs" 12 6 ASPHALT ROOF SHINGLES www.jldrafting.com 707 Suite A Route 110 • Farmingdale N.Y. 11735 (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 T.O. PLATE NORMAN G. LOK, P.E. _ _T.O. PLATE T.O. PLATE - NYS LICENSE NUMBER 088525 -1N -70-7 ROUTE 110 Suite A-1 FARMINGDALE, NY 11735 NEW VINYL �N NEW VINYL -101 SIDING O 51DIN6 O TEL: (631)755-�1�i20 cn ASPHALT ROOF m FAX: (6 31)843-81 ci0 2 5HIN6LE5 N N FLOOR b T.O. SUBFLOOR T.O. SUBFLOOR T.O. PLA. PLATE T.O. PLATE _ T.O. PLATE PROJECT TITLE: _� °,� 165 ANGLERS R0,4D o 0 0 SOUTHOLD, N.Y. IIci44 T.O. SUBFLOOR __ T.O. SUBFLOOR _ _ -- T.O. SUBFLOOR DRAWING TITLE: O O O : cy GRADE ci GRADE PROPOSD L------J I 3'-0" I L-------- 5'-0 1 1 I I NEW ONE 1=AM I LY DWELLING i 1 1 I I 1 1 I I I 1 I I I I i 1 i DRAWN BY: DRAWING NO. 1 I N.E. CHECKED BY: N.G.L. A-7 LEFT � ELEVATION FRONT ELEVATION SCALE: AS SHOWN SCALE I/4" = 1 '-0" SCALE 1/4" - 1 '-0" DATE. 08/10/21 PROD. NO. 7 1 _ � FASTENING SCHEDULE PER TABLE R602.3(I) FASTENING 50HEDULE PER TABLE R602.3(I) --CONTINUED 1 LEGEND ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER skit SPACING AND LOCATION MAXIMUM STUD AND .J015T I/3 OF I/3 Of 1. - SPAGINS OF FASTENERS NOTCH AND HOLE SIZES: I/3 U`" SPAN SPAN i NEW FOUNDATION /J „ _ <1/3 DEPTH C`� ROOF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER abc EDGES INTERMEDIATE I/3 of 3-I/2 - 1_5/32 „ SPAN ' O NOTCHES OF J015T ! NEW PARTITION SUPPORTS c,e z 1/3 of 5-1/2 = ► 27/32 a OR HOLES 4-8d BOX (2.5" X 0.113") or 1/3 of 7-1/4" = 2-13/32" 13 _ EXIST. PARTITION r, BLOCKING BETWEEN CEILING JOISTS OR 3-Sd COMMON (2.5" x 0.131") or TOE NAIL _ I (INGHES)h (INCHES) 0 O 1/3 of q-'1/4" = 3Q�'k + - _ _ _ __ i " " WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 1L O 1/3 of II-1/4 = .5-5/4" �O 0 w� � - DEMOLITION PARTITION / FOUND. RAFTERS TO TOP PLATE 3-IOd BOX (3 X O.I�B ) or Y 3-3" X 0.131" NAILS PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL O 1/4 of 3-1/2" = 7/8" Ck-; c.�D NEW SMOKE DETECTOR 4-5d Box (2.5" X 0.113") or EXTERIOR WALL SHEATHIN& TO WALL FRAMING] m 1/4 of 5-1/2" _ 1-3/8" o HARDWIRED WITH BATTERY 5-ad COMMON (2.5" X 0.131") or I/4 of 7-1/4 I-13/16 ® BACKUP 2 CEILING JOISTS TO TOP PLATE „ PER JOIST, TOE NAIL bd COMMON 2 X 0.113 SUBFLOOR, WALL 1 I/4 of q-I/4" = 2-5/16" t'ROVIDE A MIN. .2" NEW COMBINATION OR SEPARATE 3-I0d BOX (3 X 0.128 or 30 5/511 - 1/211 8d COMMON (2.5" X 0.151") (ROOF) or 6 12 f __ _ 1/4 of II-1/4" = 2-13/16" SEPARATION <1/6 DEPTH OF JOIST GO/�J'D SMOKE / CARBON MONOXIDE 1 3-3" X 0.131" NAILS RSRS-OI BOX (2.3"75" X 0.113") (ROOF) I/b of 5-1/2" - 2q/32" __- - =YiEEN HOLES I CEILING JOIST NOT ATi'ACHED TO 4-I0d BOX (3" X 0.128") or „ - 1a " _ " PORGIES ARE NOT DETECTOR(5) HARDWIRED WITH 8d COMMON 2.5 X 0.131 or z IY I/b of 7-I/4 - I-"1,/32 AND NOTCHES ' 1 PARALLEL RAFTER, LAPS OVER 31 Iq/32 I 6 12 f PERMITTED IN TEH 3 3-I6d COMMON (3.5 X 0.162 ) or FACE NAIL RSRS-OI BOX (2.3'75" X 0.113") (ROOF) Q O _ I/6 of q-I/4" = I-I/2° FROM EA. OTHER BATTERY BACKUP j PARTITIONS (SEE SECTION 8802.5.2 AND - " " 0- N- 1/6 of 11-1/4" = 1•-"U8" SAME LOG. AS TOLES I 4-3 X 0.131 NAILS „ _ IOd COMMON (3 X 0.148 ) or N w AND FROM ENDS O l�lEW HEAT DETECTOR HARDWIRED TABLE P,50:2.5.2) _ 32 1-1/8 1-1/4 „ „ 6 12 T lX of MEMBERS H 8d (2.5 X 0.131 ) DEFORMED NAIL !L v w WITH BATTERY BACKUP CEILING J015T ATTACHED TO PARALLEL - - - - - O 4 RAFTER (HEEL JOINT) (SEE SECTION TABLE 8802.5.2 FACE NAIL OTHER WALL SHEATHING g_ _ (30- STUD FLOOR JOIST 8802.5.2 AND TABLE 8802.5.2) N L.�. Y�I, LL LOAD BEARING WALL I/2" STRUCTURAL CELLULOSIC 1.5" GALVANIZED ROOFING NAIL, 7/1611 HEAD m z 4AN of 1/3 of I/3 of COLLAR TIP TO RAFTER, FACE NAIL 4-IOd BOX (3" X 0.128") or 33 DIAMETER, or 1.25 LONG 16 GA. STAPLE WiTH 3 b z O SPAN �� O� �< I/4 DEPTH OF STUD SPAN T•B.M. TO BE MAINTAINED FACE NAIL EACH FIBERBOARD SHEATHING '1116" or I" GROWN _ _ -__ <I/3 DEPTH 5 OR 1.25" X 20 GA. RIDGE STRAP TO 3-I0d COMMON (3 X 0.148 ) or RAFTER _ s NO NOTCH E OF JOIST 13 P05T TO BELOW RAFTER 4-3" X 0.131" NAILS 1.'15" GALVANIZED ROOFING NAIL 7/16" HEAD -- --NOTCHES ARE NOT 0-�� OR HOLES 25/'32" STRUCTURAL CELLULOSIC II ❑ POST FROM ABOVE 3-I6d BOX (3.5" X 0.135") or 2 TOE NAILS ON ONE 34 DIAMETER, or 15" LONG Ib GA. STAPLE WITH 3 6 z f PERMITTED IN THE SAME 111 Oak i- 3-lod COMMON (3" X 0.148") or 51DE AND I TOE NAIL ON FIBERBOARD SHEATHING „ 7/16 or I GROWN Q z LOCATION A5 HOLES Q � I �� P.T. PRESSURE TREATED 6 RAFTER OR ROOF TRUSS TO PLATE 4-I0d BOX (3" X 0.122") or OPPOSITE ::IDE OF EACH 1.5" GALVANIZED ROOFING NAIL; 5/8" MIN It O = I w O HDG DOUBLE HOT DIPPED 4-3" X 0.131" NAILS RAFTER or TRU55, 1 35 1/2" GYPSUM SHEATHING d STAPLE GALVANIZED, 1.5" LONG; 7 7 u- O 4096 DEPTH OF STUD I I � GALVANIZED IL 4-I6d BOX (3.5" X 0.135") or 1.25" 5GREWS, TYPE W or 5 O 6051; DEPTH OF STUD I O V.I.F. --- VERIFY IN.FIELD IF DIFFERENT 3-10d COMMON (3" X 0.148"9 or TOE NAIL 1.75" GALVANIZED ROOFING NAIL; T O � �'� v FROM PLAN CONTACT DE516N 4-I0d BOX (3" X 0.128") or 36 5/8 GYPSUM SHEATHING d STAPLE GALVANIZED, 1.625 LONG; (FOR DOUBLE STUDS E551 � � z (NO MORE THAN 2 5UGE551VE STUDS) I�R'OVIDE A MIN. 2 <I/3 DEPTH OF JOIST PROFESSIONAL ROOF RAFTERS TO RIDGE, VALLEY OR 4-3" X 0.131" NAILS 1.625" 50REWS, TYPE W or 5 __ ___PROVIDE A MIN. OF 2" SEPARATION 7 HIP RAFTERS OR ROOF' RAFTER TO 3-Ibd BOX (3.5" X 0.135") or WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR U?�IDERLAYMENT TO FRAMING SEPARATION BETWEEN HOLES BETWEEN HOLES NOTCHES ARE NOT j�,(�, POURED CONCRETE MINIMUM 2 RIDGE: BEAM PLATE_ AND NOTCHES PERMITTED IN THE , 2-Ibd COMMON (3.5" X 0.162") or END NAIL bd DEFORMED (2" X 0.120") NAIL or AND NOTCHES FROM EA. FROM EA. OTHER JOIST HANGER W/ REa'D a 3-I0d BOX (3" X 0.128") or 37 3/4" AND LESS 8d COMMON (2.5" X 0.131") NAIL b 12 OTHER AND FROM THE ENDS AND FROM ENDS SAME LOG. AS HOLES XXX GAPAGITY.,JN LBS. 3-3" X 0.131" NAILS ad COMMON (2.5" '1< 0.131") NAIL or OF MEMBER5 OF MEMBER5 <1/3 DEPTH OF JOIST JOIST HANGER W/ 600 LB. WALL 38 -7/511 - 1118d DEFORMED (2.5" X 0.120") NAIL --6 12 EXTERIOR AND BEARING NALL5 CEILING JOISTS / ROOF RAFTERS TECO CAPACITY (MINIMUM) STUD TO STUD (NOT AT BRACED WALL I bd COMMON (3.5" X 0.16219 24"' O.G. FAGS NAIL IOd COMMON ( X X 0.1) NAIL I �I O T�H I �I O AN-1:7) �I'� D ` I L I �,I O DIRECT 3q I-I/8" - I-I/4" „ 6 12 I `t I `� I `I 11= `t �i REPLACEMENT OF EXISTING 8 IOd BOX (3" X 0.128") or I6" O.G. FAGS NAIL 8d DEFORMED (2.5 X 0.126 ) NAIL PANELS) 3" X 0.131" NAILS a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections CONSTRUCTION, WITH LIKE KIND STUD TO STUD AND ABUTTING STUDS AT Ibd BOX (3.5" X 0.135") or „ shall have minimum average bending yield strengths as shown: 80 ksI for shank dlarnetcr of 0.I12 Inch (20d common nail), q0 ksi for FOR (,/��0 0� F A�E M E M E E REPLAGEi`f(ENT AND GNU RAL WITHIN SAME 12 O.G. FACE NAIL �"' `k 1� STRUCTURAL OPENING q INTERSECTING WALL CORNERS (AT 3" X 0.131" NAILS shank diameters larger than 0.142 Inch but not larger than 0.1'1'1 inch, and 100 hsl for shank diameters of 0.14.2 Inch or less. BRACED WALL PANELS) Ibd COMMON (3.5" X 0.16219 16" O.G. FACE NAIL b. Staples are 16 gage wire and have a minimum 7/16-Inch on diameter crown width. - - a "r,}�, OWNER TO PROVIDE 16" O.C. EACH EDGE c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 Inches or greater. 1 BUILT-UP HEADER (2" TO 2" HEADER Ibd COMMON (3.5 X 0.1629 FACE NAIL d. Four-foot by 8-foot or 4-foot by q-foot panels shall be applied vertically. N.T.S. j to WITH 0.5" SPA(:ER) e, acro of fasteners not included In this table shall be based on Table R602.3(2). i Ibd BOX (3.5" X 0.135") 12 O.G. EACH NA EDGE o 9 FACE NAIL f. For wood structural panel roof sheathing attached to gable end roof framing and to Intermediate supports within 48 Inches of roof '1111' spaced 4 inches on clls shall be enter Hheere spaced he ultimate inches on center Hheredesign wind speed s 150 ultimate great design nHind but less than eed 15 less 140 mph an 130 mph and shall be TABLE P3201.7 5-ad Box (2.5 x 0.115 ) or PLl1MB11�?.G CODE REFERENCES II CONTINUOUS HEADER TO STUD 4-ad COMMON (2.5" X 0.131") or TOE NAIL � 4-IOd BOX (3" X 0.128") g. Gypsum sheathing shall conform to ASTM G13gb and shall be Installed In accordance with GA 253. Fiberboard sheathing shall conform SIZE OF TRAPS FOR PLUMBING 171XTURF_5 P3103.1 Roof extension. Open vent pipes that extend through a to A5TM 0205. PLUMBING FIXTURE: TRAP SIZE roof shall be terminated not less than 6 inches above the roof Ibd COMMON (3.5" X 0.162") 16" O.G. FACE NAIL h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking MINIMUM Inches 12 TOP PLATE To TOP PLATE 10d BOX (3" X 0.128"9 or „ or 6 inches above ant'ci ated snout accumulation, Whichever is 12 O.G. FACE NAIL and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing Bathtub (with or without shower head and/or I-I/2 coater. Wlicre a rocf � to be used for assembl , as a 3" X 0.131" NAILS members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be whirl ool attachments g y 12-16d BOX (3.5" X 0.135") or FACE NAIL ON EACH SIDE provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. Bidet I-I/4 promenade, observation deck or sunbathing deck or for similar G 13 DOUBLE TOP PLATTE SPLICE 8-I6d COMMON (3.5" X 0.162") or OF END JOINT (MINIMUM I. Where a rafter Is fastened to an adjacent parallel telling Joist to accordance with this 'schedule, provide two toe nails on one side of Clothes washer standpipe 2 - purposes, open vent pipes shall terminate not less than 7 feet 12-'Od BOX (3" X 0.128") or 24" LAP SPLICE LENGTH the rafter and toe nails from the celling,joist to top plate In accordance with this schedule. The toe nail on the opposite side of the Dishwasher (on separate trap) !-I/2 above the roof. 12-3" X 0.131" NAILS EACH SIDE: OF END JOINT) rafter shall not be required. Kitchen sink (one or two traps, with or without 1-1/2 P3103.2 Frost closure. Where the q7.5 percent value for BOTTOM PLATE TO J015T, RIM JOIST, I6d COMMON (3.5" X 0.162") 16" O.G. FAGS NAIL J. RSR5-01 Is a Roof Sheathing Ring Shank nail meeting the specifications In ASTM 171667. dishwasher and food waste dis oser p 8/10/21 I FOR FILING _ p outside design temperature is O F or less, vent extensions _ 14 BAND JOIST OR BLOGk:ING (NOT AT I6d BOX (3.5" X 0.135") or Laundry tub one or more compartments) 1-1/2 through a roof or wall shall be not less than 3 Inches in ' 12 O.G. FAGS NAIL � ) -L- g DATE: ISSUE NO. DESCRIPTION BRACED WALL PANELS) 3" X 0.131" NAILS Lavator 1-°1/4 diameter. Any Increase in the size of the vent shall be made BOTTOM PLATE TO JOIST, RIM JOIST, 3-I6d BDX (3.5" X 0.135") or 3 EACH 16" O.G. FACE NAIL 5hoWer (based on the total flow rate through (3)V�IAI_L STUDS not less than I foot In:ide the thermal envelope of the building. 15 BAND JOIST OR BLOCKING (AT BRACED 2-I6d COMMON (3.5" X 0.162") or 2 EACH 16' O.G. FACE NAIL shoWerheads and bodysprays) • - I/2" SPACING ALLOWS „ " WALL PANEL) 4-3 X 0.131 NAILS 4 EACH Ib O.G. FACE NAIL (10) SIMPSON 5D5 I/4 X 2-I/2 FIOW rate: CONTRACTOR 'SHALL VERIFY HOEDOWN INSTALLATION WOOD SCREWS 5.7 m and less 1-1/2 i 4-8d BOX (2.5" X 0.113") or ALL FIELD r.,ONDITIONS AND � 3-Ibd BOX (3.5" X 0.135") or ENDWALL SIMPSON HDU4-SD52.5 More than 5.7 clpm up to 12.3 gpm 2 DI MENSIONS AND BE i N (,` C1 4-6d COMMON (2.5" X 0.131") or Toa= NAIL ° HOLDOWN AS SPECIFIED More than 12.3 m u to 25.8 ppm 3 AND OU SI TY F FIELD FIT ; AND QUALITY OF WORK. a-lod BOX (3" X 0.128") or - .0 ON FOUNDATION PLAN - r r More than 25.8 gpm up to 55.6 qpm 4 �NO ALLOWAN„ES SHALL BE � ,,.��;`� ib TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131" NAILS CORNER STUD CONNECTED 0 . NUT 311X3" SQUARE WASHER 1 MADE IN BEHALF OF THE I'a�' 11.11 's.p) 3-I6d BOX (3.5" X 0.135") or TD TRANSFER SHEAR • PROVIDED WITH 2-I6d COMMON (3.5" X 0.162°) or ° SIMPSON R.FB#5 I 3 CONTRACTOR FOR ANY . 4" V.T.R. :I ERROR OR NEGLECT ON l'��' '�;;:�:":`" • � ' 3-10d BOX (3" X 0.128"9 or ENT% NAIL (2) I6D COMMON NAILS I HI5 PART. G b" O.G. SHOE I 3 CONTRACTOR 'TO CHECK ALL!, 3-3 X 0.131 NAILS (SEE SECTION FOR SIZE) { f� LUM5ER TO ENSURE THAT �rrC3,Ce rv""F� y�'P TOP PLATES LAPS ATG ERS AND 2-I6d COMMON (3.5" X 0.162") or 51MP5CN RFB#5 3"V - � � � I - - 3" V II f J/10/2� CORNERS „ „ / T _ VV11 I THE GROWN FACES UP I7 3-10d BOX (3 X 0.128 ) or FrNC,F- NAIL p1 BEFORE INSTALLATION. lNTERSEGTIONS „ „ RETROFIT BOLT I I - h,j Ca : 3-3 X 0.1.51 NAILS 3-8d BOX (2.5" X 0.11319 or GNWS/8 COUPLER NUTS r -� 2-8d COMMON (2S" X 0.131") or FOCE NAIL BOX BEAM I I I I i 1 �� f �l • 18 I BRACE TO EACH STUD AND PLATE 2-10d BOX (3" X 0.128") or : 2 STAPLES 1.75" P.T. DOUBLE 51 LL 1-1/2" IV 1 1/4' V 1 11 1/4- V 3" V I 2" V 1 1 1/4" V1 11 1/4" V 3" V I ° DRAFTSMEN A11 J jpes of`Plans Drafred + 3-Sd BOX (2.5" X 0.113") or (SEE SECTION FOR SIZE) TUB i LAV LAV W.C. i SHWR.I LAV i I LAV W.C. IL`sf� `� 3' S �� vP Providing777e Finest In Affordable I 2-8d COMMON (2.5" X 0.131") or I I ( I '�'sQ I „ 2-IOd BOX (3 X 0.128) or FACE NAIL #4 RE-BAR (CONT) 1 -� Iq I X6 SHEATHING TO.E,4GI BEARING „ I" GROWN, Ib GA. 1.or LONG I I I Drafting &Erpediting Svc's°" { 2 STAPLES, SIMP50N 55TB24'•HDG 3-8d BOX (25' X 0.113") or o i A�NGHOR BOLT 2ND FLR 3-8d COMMON (2.5" X 0.131") or www.jldrafting.com 1 1/4" 1 1/4" VJ 1 1/4" , / 3-I0d BOX (3" X 0.128") or °°�°0 b° ,n S ,N 1 1 4 W 3" W 707 Suite A Route 110 • Farmingdale N.Y. 11735 I"X8" AND WIDER SHEATHING TO EACH 3 STAPLES, I" GROWN, 16 GA., 1.75" LONG °a° ° a� CONC.. 17ND. WALL 1-1/2" 2" W 4 � 2Q WIDER THAN 111X8" F/,GE NAIL .� (631) 843-19.49 • (718) 224-0001 • Fax (631) 843-8190 BEARING 4-8d BOX (2.5" X 0.113") or SEE CORROSION PREVENTION NOTES CO 1 3 W - - 3,. W 1 CO P-- 3-8d COMMON ( " X X 0.1310 or FOR USE WHEN BUILDING OVER CRAWL SPACE OR CELLAR I/-� }� 1 3E5, I" R (3" X 0.128"9 or IX�./R /�I`l �. !.._O � F.E. 4 STAPLES, I GROWN, 16 GA., 1.75 LONG _ FLOOR �� I �I �°� I � �I DETAIL _ _ _ _ r _ - - - - ' i � ` ` 3" v a NYS LIDENSE NUMBER 088525 4-8d BOX (2.5 X 0.113 ) or I `l I `� I I `� 3-Sd COMMON (2.5" X 0.131") or I '1. X10"1 ROUTE 110 Su 1 e ?�-I 21 JOIST TO SILL, TOP PLATE OR GIRDER TOE NAIL r � I 3-I0d BOX (3" x 0.(28") or I I I I 3" s I � � � ` � FA�RMINGD�4LE, NY 11-755 3-3 X 0.131 NAILS N.T.S. 8d Box (2.5" X 0.113") 4" O.c:. TOE NAIL 1 1/4" v i I1 1/4" v I3" v 1-1/2"IV 1 1 1/2" v 2" V� TEL: (C 31)�SS--'I�20 22 JOIST TO SILL, TOP PLATE OR 61RDER ad COMMON (2.5" X 0.131"9 or IOd BOX (3" X 0.128") or b" O.G. TOE NAIL WALL STUDS LAV LAV I W.C. SHWR.I SINK FAX: (f 51)845-8180 � 1 3" X 0.131" NAILS SIMPSON 0520 STRAP TIES a 16" O.G. I I 3-Sd BOX (2.5" X 0.113") or LAI' STRAPS UNDER BOTTOM OF DOUBLE a ' 111X6" SUBFL.00R OR LIESS TO EACH 2-Sd COMMON (25' X 0.131") or SILL PER WFOM-2001 1 I KITCHEN SINK EMA TIT23 FACE NAIL END DF STRAP TO BE NAILED I 1 1 2" W W/ CONNECTION JOIST 3-I0d BOX (3 X 0.128 ) or 1ST FLR / FOR DISHWASHER 2 STAPLES, I" GROWN, 16 GA., 1.75" LONG TO SIDE OF SILL. (TYPJ _ PROJEGI- TITLE: 3-I6d BOX (3.5" X 0.135") or (5) 8D COMMON NAILS INTO F.F. STUD 1 1/4" yV 2„ W 24 2" SUBFLOOR TO JOIST OR GIRDER BLIND A?0' FACE NAIL (3) 8D COMMON NAILS INTO SILL 3 W 1-1/2" W - -iICO 2-I6d COMMON (3.5" X 0.162") 2" PLANKS (PLANK 4 BEAM -- FLOOR 4 3-I6d BOX (3.5" X 0.1359 or AT EACH MFEARING FACE N (4) 8D COMMON NAILS INTO RIM JOIST I 3' 1'1 25 ROOF) 2-I6d COMMON (3.5" X 0.162") NAIL _ - (12) 8D COMMON NAILS TOTAL COR �I D1�lG 3-I6d COMMON (3.5" X 0.162") or _ STRAPS TO BEAR 12" MIN. ON EACH 51'UD 3" W 26 BAND OR RIM JOIST- TO JOIST 4-I0d BOX (3" X 0.128") or E:�D NAIL \ FLOOR JOISTS (SEE PLAN FOR SIZE 16E ANGLERS ROAD 4-3 X 0.131 NAILS or AND SPACING) _ 3 SOUTHOLD, N.Y. 11`144 4-3" X 14 GA. STAPLES, 7/16" GROWN _ 5TRAP5 TO BE WRAPPED IN 10 MIL MIN. 3" v - god COMMON (4" X O.Ig2") or NAIL EACH LAYER AS FOLLOWS: 32" THICKNESS OF PVC, TAPE WHERE _ r 1 O.G. AT TOP ANP 50170M STAGGERED CONTACTING SILL IOd BOX (3" X 0.128") or 24" O.G. FACE NAi!_ AT TOP AND BOTTOM ' SIMPSON S5TB16HDG I6"X5/8" DIAMETER BUILT-UP GIRDERS AND BEAMS, 2-INCH 3" X 0.131" NAILS _ STAGGERED ON OPPOSITE SIDES ANCHOR BOLTS I1 1/4" V i3" V 3' S 27 LUMBER LAYERS AND: (SEE FOUNDATION PLAN F`OR SPACING) I I DRAWING TITLE: 2-20d COMMON (4" X O.A2") or FACE NAIL AT ENDS AND AT EACH 5/8" DIA. ZING PLATED NUT 3-I0d BOX (3" X 0.128") or SPLICE 3"X3" SQUARE WASHER. (HDC) 3-3" X 0.131" NAILS LAV i W.C. 4-I6d BOX (3.5" X 0.135"9 or 4 COVER �- (2)2"Xb" P.T. SIL .J 28 LEDGER STRIP SUPPORTING JOISTS OR 3-I6d COMMON (3.5" X 0.162") or AT EACH .!01ST OR RAFTER, I ' RAFTERS 4-IOd BOX (3" X 0.128") or FACE NAIL #4 RE-BAR (G TJ NEN ONE FARM I LY DWELLING 4-3" X 0.131" NAILS BASEMENT _ 2q BRIDGING OR BLOCKING TO JOIST 2-I0d BOX (3" X 0.128") or 2-6d�COMMON EACH END, TOE NAIL 1 1/4" W 3" W (2.5 X 0.1319 OR 2-3 X 0.131 NAILS SEE CORROSION PREVENTION NOTES ALL NAILS INTO SILL TO BE HDG CO 1 5 I MFSO I `� ST 0I `4O 71 E 3„ W FAI DRAWN BY DRAWING NO. 3' S 4' V � 57U� ` 0 F .0 . FOUNDATION 1 4" TO APPROVED N.F. CO 4" W SEPTIC SYSTEM O I I �E� O I C DETAIL CHECKED BY: F L UU 1 5 I I ` & R I •-•)IE W' CONIC PIT AP �! N.G.L. - 4 " N.T.S. SCALE: N.T.S. AS SHOWN I DATE: PROD. No. 08/10/21 21-204 �,;..�.,....., .. _-.-_,_.. _._ - n .,,.._._ ._._...-.... ltd^'^^+.,.•.,,^.•.+ct..e-r^.^-•T• "..T. '"'_" LEGEND ELECTRIC LEGEND MECHANICAL VENTILATION CALCULATION FOR '. NEw FOUNDATION T.B.M. LIVING AREA 9" MIN. � Iir//////,7/-/ NEW PARTITION DWELLING TREAD EXIST. PARTITION UNIT FLOOR AREA = 2,453.52 S.F. IDT ' - = / WALL SW I TGH # of BEDROOMS = 4 FOUND. -�-� �_ `, - DEMOLITION PARTITION AIRFLOW GFM REQ'D PER M1505.4.3(I) = 75 GFM 8-1/4" MAX. c,D NEW SMOKE DETECTOR 3 NALL SNITCH-5 NA"r PROVIDE (1)"15 GFM MECHANICAL VENT RISER RISER MUST :I ® BACKUP HARDWIRED WITH BATTERY BLOCK PA55AGE NEW COMBINATION OR SEPARATE CUI 1INO fZ r" .ANGLE OFA 4" DIA. SPHERE GO/SD SMOKE / CARBON MONOXIDE ARTIFICIAL LIGHTING CALCULATION FOR 3/4" MIN. - 1-1/4" MAX. NOF)ING ® DETECTOR(S) HARDWIRED WITH SCONCE (WALL-MOUNTED) PROPOSED LIVING AREA BATTERY BACKUP REQUIRED LIGHTING = 6 FOOTCANDLES (65 LUX) ® 30" ABOVE F.F. t NEW HEAT DETECTOR HARDWIRED LUMENS = 640.4 s.f. X 6 FOOTCANDLES = 3,842.4 LUMENS REQ'D O WITH BATTERY BACKUP 60 WATT BULB = 800 LUMENS 999 3,842.4 LUMENS / 800 LUMENS - 4.80-60 WATT LIGHTS I RISER #� IL L.B. WALL LOAD BEARING WALL j TW3046 OR GWI35 -� PROVIDE (5) 60 WATT FIXTURES j� T.B.M. TO BE MAINTAINED I EGRESS WINDOW ® POST TO BELOW N.T.S. ❑ POST FROM ABOVE LINE OF PRE-FAB EGRESS P.T. PRESSURE TREATED + EXST PRE-FAB EGRESS O.G. G. 6"-il" WINDOW HEADER HEIGHT AS FRAMED ABOVE SUBFLOOR STAIR NOTES:I. THE RISER HEIGHT SHALL BE NOT MORETHAN 8-1/4", HDC, DOUBLE HOT DIPPED STRUCTURE (BEYOND) 2 x8 F.J. 5'-O" HEADER HEIGHT FOR WINDOWS FRAMED WITHIN SECOND 2. THE GREATEST RISER HEI�SHT WITHIN ANY FL16HT O STAIRS SHALL NOT EXCEED THE 1 GALVANIZED �16 STRUCTURE FLOOR FRONT WALL SMALLEST BY MORE THAN 3/8"• V.I'F. VERIFY IN FIELD, IF DIFFERENT 3. THE TREAD DEPTH SHALL BE NOT LESS THAN 9". 36" HIGH GUARD RAIL ANDERSEN 400 SERIES PRE FINISHED EXTERIOR WHITE FP.OM PLAN CONTACT DESIGN �N 4" P.G. SLAB LE55 THAN 4 4. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT' OF STAIRS SHALL NOT EXCEED THE WINDOWS, WITH MITE INTERIORS 4 51MULATED DIVIDED LIGHT SMALLEST BY MORE THAN 3/8" PROFESSIONAL ON GRADES BALUSTER GAP GRILS, COLONIAL STYLE AS SHOWN ON ELEVATIONS, OR AS 5. A NOSING PROJECTION NOT LESS THAN 3/4" AND NOT MORE THAN 1-1/4" SHALL BE P.G. POURED CONCRETE l N 36" HIGH HANDRAIL SELECTED BY HOMEOWNER. GRADE 1/2" G.W.B. CEILING PROVIDED ON TREADS OF STAIRWAYS WITH .SOLID RISEF�. n JOIST HANGER W/ REQ'D LESS THAN 4" 6. THE GREATEST NOSING SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE PERMANENTLY 3'-0" BALUSTER GAP cV INTERIOR DOORS TO HAVE 2-2"xb" HEADERS UNLESS THAN 3/8" XXX CAPACITY IN LBS. EXSTG. , , OTHERWISE GALLED OUT ON PLAN. CONNECTED f MIN. y WALL BEYOND -1N m � 7. A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN it". TECO JOIST HANGER W/ 600 LB. mrd LADDER - CAPACITY (MINIMUM) INSIDE WIDTH R-15 INS. PROPOSED ' - DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID GORE, �t OF LADDER TO r PANEL STYLE 4 HARDWARE TO BE SELECTED. REPLACEMENT OF EXI5TIN6 BE 12" MIN. 3" 1- r;) { DIRECT CONSTRUCTION, WITH LIKE KIND SPACE TO WALL -1fvdo X BASEMENT „ NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT 'REPLACEMENT AND QUALITY, WITHIN SAME „ m 8 P.C. FND. WALL ALL. AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNERS. � STRUCTURAL OPENING VERTICAL T RUNG SPACING 4" GONG. SLAB = O.T.F. OWNER TO PROVIDE 1/4"/FT. SLOPE - FOUNDATION NOTES: FOR DRAINAGE �- EXTERIOR CORNERS ' 2"x4" STUDS WALL � EXSTG. P.G. STEPS -DOUBLE JOIST LTJDER ALL PARTITIONS RUNIV6 PARALLEL GRAVEL FOR DRAINAGE i_XSTG. 4"P.G. SLAB 3" DIA. -PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR 5Y5TEM 8'-0" O.G. A TO HAVE (4)2"X4" ®I6 D.G. DRAIN TO DRYWELL -s/4" T4G PLYWOCrD SHEATHING ABOVE TO BE GLUED AND SCREWED CORNER P05T TO S" P.G. FND WALL R-15 INS. MIN CAPACITY -4•" POURED CON"RETE SLAB W1 6ML POLY VAPOR BARRIER ON A-E A-5 SIMPSON 1/2" G.N.B. 8 CU. FT.= 60 GALLONS COMPACT FILL, H]7U4-5052.5 EXSTG. BASEMENT ENTRANCE 32'-0" HOLDOWNS 4 SIMP50N S"x16" FND FTG. 12" P.G. CHEEK NIALL - 5STT324HDG ANCHOR ' I I 8"X16" P.G. FND. FTG. V-O" BELOW GRADE -\ 32'-0 3'-8" 8"' BOLTS SEC=� 12" P.G. TRENCH ETC.--� 1-1_2„ � SIMPSON SSTBIbHDG - (2)#4 RE-BAR (CONT.) TO 36 BELOW GRADE „ ANCHOR BOLTS REOV ®39" O.C. 4 " = 1'_0" SCALE I/4" = I '-C� (2) LAYERS 18 GA. 6ALV. 5TL. 1'-0" 4'-7" 4'-0" 1'_0" 4'-7" I'-O" FROM (BOTH WAYS) SCALE I/4 FLASHING TO b" BELOW SILL - - - - - FROM EACH CORNER 4 8" UNDER VINYL SIDING -' 4 E.X5TG. FND. 8/10/21 I FOR FILING SOLDER SEAMS 4 SEAL T: DATE: ISSUE NO. DESCRIPTION W/ ASPHALT SEALER _ < 1' . I :. - . STEP FTG.. AND HGUARDNRAIL R.AIL in • 4 6 L POLY VAPOR „ 2:1� ° RIDGE VENT 4 P.G. SLAB W/ LE55 THAN 4 cY - - L IER- __ = - - - - - - - - - - - - - - __ - - __ - - - - - - - - -- CONTRACTOR SHALL VERIFY t ROOF TRUSS BALUSTER CHAP ALL FIELD CONDITIONS AND !' PRE FAB R dJ Tom. :�, DIMENSIONS AND BE = a�G�} i' A5 SPECIFIED BY OTHERS • r �° C -' �' I RESPONSIBLE 'FOR FIELD F 2�I-II �-- AND QUALITY OF WORK. t� 5/8" GDX 5HEATHING I i I - I NO ALLOWANCES SHAL BE (24" O.G. MAX. TRUSS SPAG11yG) T.o. RIDGE I I I I I I i ' MADE IN BEHALF OF THE '„ � CONTRACTOR FOR ANY , :x;.•` z, . #I5 BLDG. PAPER _ _ _ _ _ _ = I 31-8 _ 8 I ERROR OR NEGLECT O ASPHALT SHINGLES -I`r HIS PART. WINDSTORM BRACING WINDOW ' PER TRUSS MANUFACTURER r WELL- I .: GFM ' IC I CONTRACTOR TO GK A PLAY ROOM �' •• LUMBER TO EN',SU E THAT �� ICE 4 WATER SHIELD - - - - - - - I THE GROWN FACES UP SES 715 I UNDER ASPHALT SHINGLES. �' 1t"� /10/22 BEFORE INSTALLATION. jai SHIELD TO CONSIST OF SELF`- 12 � - \ \ // \\ - I II •' m� ADHERING POLYMER MODIFIED " I n �- _ -� � „ ; • I m BITUMEN SHEET. SHEET 15 TO F , , P.G. SLAB m =� 1 �, „ _ WITH ASTM D 1970. �� O I `r' _ ® m b MIL POLY VAPOR \'n� h 5 EPS I �� 1��• COMPLY E r r LL i 1l'DRAFTSMEN AI/ Types Of Plans Drafted i � �� ,- �? BARRIER SID _LL I 2 �� 4. YI SIMPSON HURRICANE CLIP �. �� a CONNECTOR EA. R.R. TO STUD T.O. PLATE_ �� I '�. ' -� 3)�" L.C. ON �-11.5° GLC. HT. � � � UP .. 3" DIA. `I f�� Providin Trice Finest In Affordable PER TRUSS MANUFACTURER - -- " �., I 36"X36"X18" P.C. FT6. I I R DRAIN TO �s4 g - 2-O `.� VENTILATION BAFFLE ' 3 Ys'" L.G. UN L _ I GUTTER 4 LEADERS (3)#5 RE-BAR �„ ," tQ I = I D YWELL Drafting&Expediting Svcs • I 3C, X30 XI5 F.C. TC. ! x I O ; 1 EACH WAY �� \ I _ I , MI CAPACITY I"X6" RIM BOARD �� T.O. PLATE (3)#5 RE-BAR t `� - - - - - -- - I 15-4 3-5 ly-I I R-49 INSULATION R-19 INSULATION 3'-II „ 316fa�__ I b GALLONS 11" O.H. W I 2 1 Xb RIM BOARD I _ _ I www.jldrafting.com O i I r__ -, - - - _ 707 Suite A Route 110 • Farmingdale N.Y. 11735 W.I. HALL WA)" CLO. 1'-0" O.H.oCONT. VENTED SOFFIT dJ CLO = = I (4) 1 g/4" x14" M.L. TECO ALL F.J. ' ' ' g ' ° - _ I I ('�) I /4 XII M.L. TECO ALL F.J. ^ - I (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 TYPICAL NEW WALL CONSTRIJCTIO : I CONT. VENTED SOFFIT -o O - - -f -i - - GEORGIA PACIFIC 6P560 6'-22 (2)2"X4" TOP PLATE -ltt II-7/8" WOOD I-JOISTS " " 2"X4" STUDS ®I6" O.G. � �2 X8 P.T. NAILER � m " ®I6 O.G. BOLTED TO HOUSE ' 2"X4" SHOE, 1/2" G.W.B. r 3/4" PLY. GLUED, TECO ALL G.J. I ., N 9'_51 .. z --� ty 6-3 � ,..•. i , I`lORl"Il_'"'tl�l G. 1.�®l�/ F.E. I/2 GDX PLYWOOD SHEATHING 2 T21, CD I" FOAM BASHER HING AND SCREWED b 2"X6" R.R. ®I6" O.G. I GFM 068 SL. DR. i s SU13FLOOR 1/2" GDX SHEATHING T.O. 5UBFL_00 - UNE I N I SHED 1�ED I A 'OOM �3'-�I I° r- VINYL SIDING R-15 INS. o. SUBFLOOR :• ml�t (2.) LAYERS #15 BLDG. PAF:ER u1 I S'-0" GL6. HT. 7-I I.5" GLC, HT. NYS LICENSE NUMBER 08852� SIMPSON 0520 STRAP TIES PLATE - 1 \ ASPHALT ROOFING ry MIN. i107 ROUTE 110 Suite A-I -- LLVV��LL Y-�11 = . (SILL TO STUDS) ®I6" O.G. K/ E55 HAND RAIL (4) 19/4" xll �/e" M.L. _ _- - - - - -� eL.AI��P � cv I ',,.�, W/ LE55 THAN 4" �- F�RMINGD�4LE, NY 11155 TECO ALL F.J. 51MPSON H4Z HURRICANE I DAMP PROOF BALUSTER GAP TYPICAL NEW WALL GON5TRIJGTIO 36 HIGH HAND RAIL- „ CLIPS @16 O.G. (R.R. TO HDR) W/ LESS THAN 4" I '' PERIMETER OF T TEL: (C 3I)-155-7' 20 (8) 8D NAILS REO'D (2)2"X4" TOP PLATE I/2" G.W.B. BALUSTER rG GAP (2X4" STUDS ©I6" O.G. - I (2)2"x8" P.T. HDR. 1 FOUNDATION WALL OO r- _ I9 _- _ -AX: (C 31)843-8Ig0 LIVING / DINING �J I .* I ( GONTI CONTINUOUSLY I O�j _ 2"X4" SHOE, 1/2" G.W.B. _ AROUND ALL _ O I .9 p 7 O.H. CONT. VENTED 5OFFIT5 I I I/2" GDX PLYWOOD SHEATHING - ROOM `� HALLWAY I : I - AREAS) ® TYVEK, I" FOAM BACKER (R:=5) O I SIMPSON BG4Z POST GAP Iry = ►L (2) I /" x d VINYL SIDING, R-15 INS. I 1-N r \ �� 11 �/8 j M.L. / ® PROJECT TITLE: 4"X4° PO POST) POURED I PRE-FAB I 3/4" PLY. GLUE - I 2"X8" P.T. NAILER I I CONCRETE ' \ ' GO/SD 3 -f1 I STRUCTURE __ SIMPSON G520 5TRAP TIES I FOUNDATION WALL ® 14 8 / (SILL TO STUDS) ®ib" O.G. GEORGIA PACIFIC 6P56O I AND SCREWED BOLTED TO HOUSE I ON 16"x8" P.G. -- O II-7/8" WOOD I-J015TS UBFLOOR I TECO ALL D.J. I FOOTING II - 1 I� - - - ' I TWB046 OR r I� �I �•/ I`L� (2) LAYERS 18 GA. 6ALV. STL. T.O. 5 OOR ®I6" O.C.. T.O. SUBFLOOR I INSUL. 3 42 I GWI35 EGRESS NGLERS ROAD FLASHING TO 6" BELOW SILL - �- _ I 3068 - I WINDOW (MAX SILL 1 165 A 4 8" UNDER VINYL SIDING 0 -111=111=1 - SIMPSON 12 G516 STRAP TIE Lmw- -. - - - - - __ - - - SOLDER SEAMS 4 SEAL - _ (POST TO D.J) ' I HEIGHT ABOVE SOUTHO D I=11 - (4) 1 s/4 x14 M.L. GRADE I. -- - - - - - - - - - - 4- - -- - - - - - -- - - - - FLOOR 44" L , N.Y. II�f44 W ASPHALT SEALER -I FINISHED to TECO ALL F.J. - - - - - - - - RUNC75 TO BE 12" WIDE MIN z =III=1 I- •I, .�. I 2"X6" D.J. ®I�6" O.G. -1 I- BASEMENT - 2"X6" DECKING DRAPE R-I5 INSULATION 1 (2)2"X6" P.T. SILL =111 I a PERIMETER ON UNFINISHED _ -1 v _ O I 7IMP50N H4Z CLIPS I I �---_ SIMPSOV DTTIZ HOEDOWN NON-METALLIC, TERMITE SHIELD - 111 - 1 WELL COMPACTED FILL BASEMENT WALLS - O @4 LOCATIONS EVENLY - O x` -I 1-1 = _ m I I ®I6 O.G. O , - SILL SEALER ' III=III-1 �tV 51MP50N SSTBI6HDG AVGHGR m • -"'= I 12" P.G. TRENCH FTG. _ - I, L_ (GDR. TO D.J.) 6"xb" POST ON -�` 1(1 v I X I�� ISTRIBUTED ALONG DECK AND DRAWING TITLE: BOLTS ®39" O.G. 4 1'-0" FROM CORNERS TO 36" BELOW GRADE �' f r; (2)2"X8" HDR. 14" P.G. PIER 3' - cV - WITHIN E )5 EACH END. (BOTH WAYS) 3" SQUARE W��SHER HDC, 302'X30"XI5 6"Xb" P.T. POST SIMPSOV f'B544AZ POST BASE - (2 ,r- PROVIDE (6)SD #9X1-I/2 INTO I. (24"X24" FTG. REQ'D BELOW SIMPSON BC4Z POST GAP (HDR. TO POST) BELOW GRADE VAH HDU4-5052.5 HOLDOWN AT ALL CORNERS POSTS) JOIST AND SIMPSON S EN SIMPSOV SS'fB24HDG REO WITH HOLDOWN i ? LINE OF DECK ABOVE. P.T. GDR. TIMBER-HEX HDC, SGtV EW WITH N P.G. FTG. PROVIDE IX8 RIM BD. - - - -_ - - A MINIMUM 3" PENETRATION r 12" P.G. CHEEK WALLS - 14 DIA. P.G. SONOTUBE FT6. ��OJ I•� (2) 1/8 THICK LAYERS GELOTEX ' (3)#5 RE-BAR CONTINUOUSLY AROUND I- - - - - -I INTO TOP PLATE (SEE NAILER TROWEL MASTIC, FOUNDATION �. TO 36 BELOW GRADE " EACH WAY (TYP) I TO 36 BELOW GRADEPLATE DETAIL P& WAT'ERPROOFIN6 (TYP.) 1 T (1) #4 RE-BAR WITHIN 12"OF TOP OF WALL IS_O, 8" 4'-8" 8" II'-O" _ 2X8" P.T. NAILER A-2) NEW ONE 1=AMILY DWELLING L _) AND AT Ys POINTS (01-0.1 BOLTED TO HOUSE 4" DIA. FRENCH DRAIN - C --J #6 VERTICAL RE-BAR ® 43" O.C. TECO ALL D.J. W/ GRAVEL FILL TYPICAL NEW WALL CONSTRUCTION: 5" POURED CONCRET} 32'-O" _ - (2) #4 RE-BAR (GOVT.) - (2)2"X4" TOP PLATE FOUNDATION WALL ON 16"x8"2"X4" STUDS ®I b O.G. P.G. FOOTING 1/2 G.W.B. 2"X4" P.T. SHOE DRAWN BY.: DRAWING NO. R-15 INS. �T I ON 'A ' _ FOUNDA7I ON FLAN" CHECKED BY: LIGHTING $ VENTILATION CALCULATIONS ROOM NAME ROOM S.F. LIGHT R.EO'D LIGHT PRO. VENT REOV VENT PRO. NOTE: SCALE I/4" = I '-O'l SCALE: SCALE 1/4" = I �-O FINISHED BASEMENT 640.4 51.23 8.5 25.61 7.40 ARTIFICIAL LIGHT 4 `DENT REQUIRED AS SHOWN DATE: PROJ. NO. , C�/10/21 21-204