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_ TOWN OF SOUTHOLB BUILDING DEPARTMENT TOWN CLERK'S OFFICE SDUTHOLD, 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 #: 50432 Date: 3/14/2024 Permission is hereby granted to: Hartofelia, Michael 57-02 226th St Bayaide NY 11364 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 12315 Route 26, East Marion SCTM # 473889 Sec/Block/Lot # 31_-5-5 Pursuant to application dated 2/9/2024 and approved by the Building Inspector_ To expire on 9/1312025. Fees: AS BLJILT - SINGLE FAMILY ADDITION/ALTER_ATION $1,45 1.00 CO - ADDITION TO DWELLING $100.00 Total: $1,5 5 1.00 136i6ng Inspector r o TOWN OF SOUTHOLD — BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1 97 1-0959 F Telephone (631) 765-1802 Fax (631) 765-9502 littips://wwwrsoutholdtornn _1=ov Date Received APPLICATION FOR BUILDING PERMIT �} R�7 For Office Use Only E � E �+ �+ E 5�6 3� ni-,,PERMIT NO. Building Inspector;, 8 - _n Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner, an Owner's Authorization form(Page 2) shall be completed. Date: OWNERS) OF PRA CMERTY: Name: SCTM # 1000- 3 r 5 � 1 S Sq r st A Project Address: CA IIo--C 4 - 12 Phone #: Ri' \ V V� Email: G'CC�` L��1� i Mailing Address: r5 7 CONTACT PERSON: Name: tires f Mailing Address: A �f i CAC f 1 Phone #: Email: r c ' DESIGN PROFESSIONAL INFORMATION: Name: LV,,C,4-1 es Mailing Address: 40 -t t r I Q Phone #: _ 7 - _ - Email: f �R M 5 c� o CONTRACTOR INFORMATION: Name: v A en as '� Mailing Address: _-4-4- JslY ICZA-1 Phone #: l 1 Email: - - DESCRIPTION OF PROPOSED CONSTRUCTION [--]New Structure ©Addition =Alteration =Repair =Demolition Estimated Cost of Project: Wo her P O r-tih $ 1 0 0r> o Will the lot be re-graded? []Yes Clio Will excess fill be removed from premises? =Yes L&No 1 2122 CERTIFICATE OF LIA.I3ILITY INSURANCE 1RAfC3®7YYYVj '��{22J2(t23 Ti A!P> CERTIFtCATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THUS CEF?"1FICdsTt: DOES NC,T AFFiYtM.A rlVr=LY OR NEGATIVELY AMEND, E3CFENO OR ALTER THE COVERta.l3E AFFCWtUe] 13V THE POi-TOSES �EL�SYSI_ Ti-fIS GE1=2'$A K7 CA7E $OF iNSL/RAWCE Out=E;i Fl0'T C®3V STiTUTE P. CC3NTRACT HETWEEI+t T?iE lSSC$liyC'-s ihi$13 Y;2E �5), At}3'HflRfZEi3 RE=PRFSEI1ETa.TtVEW FOR PRODUCER,AND THE C.ERTIFIC:ATE HOLDER_ IMPORT^NT: if the aerlificate hnWer is an A.DD3ITIONAL INSURED),this paiiicy;I¢s) must have AIDDIl-IONAE INSURED provisions or be erldor!s-ed. If SUI3R®GATYeiW IS WSSIVEp, -mk,bgeCt U), tits iQ rsaes and coredltle'sns ©f t-he Policy. Certain poiic7a5 rrzay r"uire an e7xd rtswmwrK. A sYataman:cart tfii r-nrtifecat .1-as not carafes righter t®th;e certiTsCate liolder in iie[u co a tich endgrsarnent(s)_ c �tkd--lu AIIiencv, Inc, � n� � CAmiLLE P- ,AtR a--x t 3a sass» - - FAXCa .rl�;lay Ny 1"1769 'Ia 6 -4 t3fl sun3t OAK A Et+IO 262 0 PTINIUA&t4r=T .IEVANST N INS CO �rsSu io FIRST CHOICE GY7i TRACTING C-ORP_ -� 21 BUTSHWICK 5TR1=ET ) a�zsvz:�c rr MELVIELE NY 111747 CO O€I�AE,+ES CERTIFIG'AYE NLIMMER: Ft:a-VISION I UMUER._ - - -rc „`." -5 - - - ;, - - er =may - -€ `- -1-4 -NSL. O .r'- - --` L: -; _ s _: E>...- =eFs. Y €,L-A;F,r€ . z is - - `. 1.000'4000 3AA717368 loia6r2023 101 120 3100,000 4 5.000 2,1000,000 tvGt22Y E¢c3 �'ti:A C...Yd v }fit[ `� 114v€MPi zl YE R`.l L9R HxL}TY J .- a HIP t}{ L ACA _ - r = � r E_ _..,. 4.f"'S€,>�4�P S:�2-xtY ..3C"sw:Lt�C.a YSi:'�Ea/V�NICi-E+_§ ,de�s3�D#fl#,.3.d� .ecazsa`�°e+txi�SK=v`el#x3�tala_assay 2sc•.szE«N�ha$t 3-es_re_a Sy-3€<n is>Eg sg ujzc>di gj 1 :P s i!``i C'ATE I-#-C-TL C7E R �A.N C:I✓t,=.LATlON ----. TOWN Or SOUTHOL-0 sllc Wi-D ANY OF THEASOVE DES CRIDE-0 POLICIES 8EFORE (53005 IZL3LlTE 25 THE EXPIRATION DA'rF- 'FHEREOF NCr"cE 'WILL natJVa$;tF z 0" SOL1 Ttig3Li7,NY I I sJ7 i ACC43RDANCE rrl-I THE POLICY PROVISIONS, /1 K jaa_r T'#€tea ELI '�iti;:3as;ti4¢v?e # ,AkIt n€gkwbs rese rrv�ua_ ACO RD 25(201 6103) The AGORE3 name and lago are registered marks OV A4 LORD 3 coif.,cad using Forms F&-VV-.b ravaw Fo Sa1c9s.o M,'8 lmpve my+e 4na-2fl8-s97-7 CERTIFICATE OF INSURANCE COVERAGE NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 3_To be-completed by NYS disability and Paid Family Lfea%rsa- benefits carrier or lict--risect insurance agent of that sarrrie -d aet addrees only) I b- Su lrrcss Telephone Number of insured Lep.:_ -N.Mc�i j�ld ('I--str 1 FiRST CHOICE IRAC (-_CRP 21 StJISHVV�_K -ST REE� M.. ,F_L-',/I L L E_E, N ' 1 1 7 A 7 1 c,Feders!Employer Identification Number of Insured or Social Security Number r i__., (n gv rea,'V'ef--g.is to j�" Y^'A sr.i. W'Af-Up PRnfk�y) 1 2 Name avid Address of Entity Requesting Proof of coverage 1 3a. Name of Insurance Carrier (Entity Being Listed as the Csrtificate, Holder) Shelitair!P.iint L-111'a Insurance Company -FEDVVN C)F SC)U_FHCDL1__) 5atC)D5 FitC)U-VE 25 3b. Policy Numberof Entity Listed in Box"I a" SC)(._I1H(DL0,NJY 1197-1 DBILI 10221 1 3c. Policy effective period 01/1312023 to O1i'12/2025 -4 Pozlicv s-'F'vicloa the foliowii'g be,ne,fit A. Both disability and paid family leave banefits- B.Disability bone-fits only, C. Paid family leave benefits only. 5. Policy covers: At All of the employer's employees ellgibie under the NYS Disability and Paid Farnfly Leave Bariefits Law. B. only the following<-less or classes of employer's arnpinyees: 1 Under penalty of perjury, I certify that I am an autviorlzei]l rapFesgiiiiitive or licensed agent of the insurance oamer referenced above and that the named insurad has NJyS Disability and/or Paid Family Leave Benefits insurance coverages_as described above_ C ate Sag l 12/22/2023 of tfi.r 1 ie') -1 elapho-_'n I-Jalle and 'rifle Richard V%fhite, Ohie-f Executive (DfFic'er IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. IfPox 4B, 40 or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Suhcl. 8 of the NYS, Disability and Paid Family Leave Senefits. Law. It rinutit be emailed to IPAU(2?wcb.ny.9ov or it can be mailed for completion to the Worker--,'Compensation Board, Plans Acceptance Unit, PC) Box 5200, Binghamton, We 13902-5200- PART 2. To be completed by the NYS Workers' Compensation 130ard (Only if Rcix 40,4C or SS lhawe-been checked) State of New York Workers' Caompamsabion Board According to Information maintained by the NYS Workers'Compensation Board, the above-named employer has compiled with the NYS Disability and Paid Family Le.Bive, Benn-fits Lsaw(Jkrtiole 9 of the Workers' Compensation Law)with respect to all of their aimpIc'yae..1 Dntc Slfi_ed By J51griature of Authorized NVS Wuykor,'Compensation Board E_P!oVeo) Name and Title P-leasa J`Vc te_-OrVy insurance ca,Tfiers ficarisenf to write NYS dh abffity and paid Family leave benefits insurance poliefaaarld NYS ficensedirisuranca a ,authorizea to issue this 1`0 _q,E,nts of those it rice carriers are authorized to issue I=orrn OB-120-I- Insurance brokers are MOT rm. 013-120.1 (12-21) PO Box 66699, Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS* COMPENS^TION INSURANCE (RENEWEm) 113413422 OAKDALE AGENCY INC PO Box 163 Jam. OAKDALE NY 11769 SCAN TO VALIDATE AND SUBSCRISE POLICYHOLDER CERTIFICATE HOLIER FIRST CHOICE CONTRACTING CORP TOWN OF SOUTHOLD 21 BUSHVVICK STREET 53095 ROUTE 25 MELVILLE NY 11747 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PEf�lOD DAME 11288 175-1 79964 0111212024 TO 0111212025 12122l2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ASpVE IS INSURED VVITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1288 175-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S RECULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESSI TE AT HTTPS://WWW.NYSIF_COMICERTlCERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS"THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICEF25, OF THE INSURED CORPORATION_ TROY KOLLMER(PRESIDENT) OF FIRST CHOICE CONTRACTING CORP.- A ONE PERSON CORP. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGIATS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED SY THE POLICY. NEW YORK `a AT NFU SCE FUND liL DIRECTOr-MNSURANIC-=FUND UNDERWRITING VALIDATION NUMBER: 813621439 Generated by REScheck- h Software Camnpli,anciie Ciierltifilc4albe Project 12315 Main Road Energy Code: 20113 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate zone: 4 (5572 HDOO) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 12315 Main Road Charles Thomas East Marion, New York PO Box 877 jamesport. NY 11947 516-702-3519 cdthomas63@aol.com Compliance: 9.1% Better Than Code Maximum UA: 110 Your UA: 100 Maximum SHGC: 0.40 Your SHGC: 0.30 The% Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance con-.pllance path in REScheck_ Each slab-on-grade assembly in the specified r-H—ate zone must meet the minimum energy code insulation R-value and depth .requirements. E rZ l € i Ass4erinibliiies Ceiling: Cathedral Ceiling 353 49.0 0.8 0.021 0.026 7 9 Wall: Wood Frame, 16" o.c. 608 21.0 1.3 0.053 0.060 22 25 Door: Glass Door (over 501/. glazing) 42 0.300 0.320 13 13 SHGC: 0.30 Window: Wood Frame 144 0.300 0.320 43 46 SHGC: 0.30 Floor: All-Wood joist/Truss 353 21.0 0.8 0.042 0.047 15 17 Compliance Statement: The proposed building design described here is con ent with the building plans, specifications, and other calculations submitted with the permit application. The proposed buildin as en-des6 n to et the 2018 IECC requirements in REScheck Version REScheck-Web and to comply with the mandatory re ! -yd ' ;' Schack Inspection Checklist. Name - Title ,r 02-0 Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web n�p*BCUC)orl hioacicl !S Energy Code: 2018 IECC Requirements: O.O% 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 Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 8e Re AID 103.I_ ';Construction drawings and `, C€xmpiles 103.2 j documentation demonstrate E�]Does Not [PR171 ;energy code compliance for the building envelope. Thermal DNot Observable envelope represented on ONot Applicable construction documents. ..�..�..� 103.1, -Construction drawings and ZJComplies 103.2, -documentation demonstrate :I31Does Not 403.7 energy code compliance for [pR3]3- lighting and mechanical systems. Not Observable ;Systems serving multiple ONotApplicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, I Heating and cooling equipment is Haatin : Heating ®Complies 403.7 sized per ACCA Manual 5 based Btu,/hr Btu/hr =ODoes Not [PR2]- on loads calculated per ACCA Cooling_ Cooling: C]Not Observable Manual J or other methods E3tu/hr Btu/hr '.approved by the code official. ; Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact ( 2) 3 Low Impact (Tier 3) Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 2 of 9 Section # 1 Foundation lnspection Complies? ComrnentslAssumptions Si Ftaq.1M 3 3.2.1 A protective covering is installed to =Cornplies FO117- protect exposed exterior insulation :ODoes Not and extends a minimum of 6 in. below grade. ; Not Observable ; Not Applicable 03_ Snow- and ice-melting system controls'®Oomplies EF012: - installed. -]Does Not EjNot Observable E3Not Applicable Additional Comments/Assumptions: 1 I High impact (Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 3 of 9 Section Plans Verified Field Verified I Complies? Comments/Assumptions 402.1.1, :Glazing U-factor (area-weighted U- U- =Complies ;see the envelope Assemblies 402.3.1, Eaverage). ODoes Not table for values. 402.3.3, 402.5 :=NOt Observable [FR2]1 :=Not Applicable 303.1.3 U-factors of fenestration products UComplies [FR411 'are determined in accordance =Does Not with the NFRC test procedure or —]Not Observable ,taken from the default table. [—]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier =Complies [FR2311 installed per manufacturer's [--]Does Not instructions. :[_]Not Observable =Not Applicable 402.4.3 Fenestration that is not site built „ ®complies [FR20]3- is listed and labeled as meeting _ „® UDoes Not AAMA /WDMA/CSA 101/1.S.2/A440 '[—_]Not Observable 'or has infiltration rates per NFRC �400 that do not exceed code [--]Not Applicable =limits. _ 402.4.5 IC-rated recessed lighting fixtures , =C€Mpli4as [FR16]2 sealed at housing/interior finish I�poes Not - and labeled to indicate :.-s::2.0 cfm leakage at 75 Pa. —]Not Observable =Not Applicable 403.3.1 !Supply and return ducts in attics " =Complies [FR12]3 insulated :: = R-8 where duct is —]Does Not - �= 3 inches in diameter and :_ =Not Observable 11-6 where -< 3 inches. Supply and , Ereturn 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 Cornplies [FR13]1 boxes are sealed with - '=Does Not pjoints/seams compliant with —]Not Observable ,International Mechanical Code or , :International Residential Code, as =. '[--]Not Applicable ,applicable. 403.3.5 :Building cavities are not used as =Complies '[FR15]3 -ducts or plenums. >ODoes Not - '[_]Not Observable [—]Not Applicable 403.4 HVAC piping conveying fluids P F. =Complies [FR17]2 =above 105 QF or chilled fluids - =Does Not Ai below 55 LIF are insulated to ?R- ;ONot Observable - I=Not Applicable 403.4.1 ;Protection of insulation on HVAC t:=Complies [FR24]1 piping. =goes Not Amo =Not Observable =Not Applicable 403.5.3 Hot water pipes are insulated to R- R ' LICornplies [FR18]2 ]Does Not ;[]Not Observable =Not Applicable 403.6 Automatic or gravity dampers are [--]Complies [FR19]2 installed on all outdoor air 'ODoes Not Intakes and exhausts. _=Not Observable =Not Applicable 1 I High Impact (Tier 1) 2 Medium Impact (filer 2) L3 Low Irgpact (Tier 3) Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 I'Low Impact (Tier 3) Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions Se Req.l� _ �303.1 All installed insulation is labeled 4-lGornplies [IN131: or the installed R-values -]Does Not provided. fONot Observable ONot Applicable 402.1.1. Floor insulation R-value, R- s R- :OComplies 'See tha Envelope Assemblies _ 3-flDoes Not =table for values. 402.2.6 0 Wood © Wood [IN1]1 ' 0 Steel Steel --]Not Observable -C"` IONot Applicable 303.2, Floor insulation installed per ;Complies 402.2.8 manufacturer's instructions and Does Not [IN2]1 in substantial contact with the `underside of the subfloor, or floor ONot Observable ]framing cavity insulation is in '[--]Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the 3 underside of floor framing and :extent s from the bottom to the =top of all perirneter floor framing members. _ 402.1.1, f Wall insulation R-value. If this is a ; R- R- : Complies see the Envelope Assemblies 402.2.5, mass wall with at least 1A of the 0 Wood Wood ;=Does Not table for values. 402.2.E =wall insulation on the wall Mass Mass L=JNot Observable 1IN31- ;exterior, the exterior insulation -requirement applies (FR10). 0 Steel 0 steel ONot Applicable 303.2 =Wall insulation is installed per ' complies [IN411 manufacturer's instructions. =ODoes Not ONot Observable F j[=]Not Applicable Additional Comments/Assumptions: 1 I High Impact (-Vier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.1.1, 'Ceiling insulation R-value. R- R- OComplies ;See the Envelope assemblies 402.2.1, O Wood � O Wood '[—IDoes Not <table for values. 402.2.2, _ O Steel O Steel ;ONot Observable 402.2.6 [F1171 ;ONot Applicable 303.1.1.1. ;Ceiling insulation installed per OComplies 303.2 'manufacturer's instructions. QDoes Not [F12]1 Blown insulation marked every 300 ft�. ONot Observable f ONot Applicable 402.2.3 {Vented attics with air permeableOComplies =_ [F12212 insulation include baffle adjacent ,QDoes Not to soffit and eave vents that extends over insulation. (]Not Observable oONot Applicable 402.2.4 °Attic access hatch and door R- R- 'OComplies [F13]1 insulation ?R-value of the =QDoes Not adjacent assembly. "ONot Observable ONot Applicable 402.4.1.2 Blower door test @ 50 Pa. =5 ACH 50 = ACH 50 = MComplies [F117]1 I ach in Climate Zones 1-2, and :ODoes Not =3 ach in Climate Zones 3-8. ; Not Observable ;ONot Applicable -------------- 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 OComplies [F127]1 'determine air leakage with = ft2 ft2 yODOes Not - neither: Rough-in test: Total :leakage measured with a 'ONot Observable pressure differential of 0.1 inch =ONot Applicable 3w.g. across the system including 'the manufacturer's air handler =enclosure if installed at time of atest. 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 3 cfm/100 cfm/100 ;OCornplies [F14]:L Ecfm/100 ft2 across the system or ft2 i' ft2 °Opoes Not -¢=3 cfm/100 ft2 without air ,handler @ 25 Pa. For rough-in ;ONot Observable tests, verification may need to ;ONot Applicable occur during Framing Inspection. 403.3.2.1 !Air handler leakage designated OCornplies [F124]1 !by manufacturer at =2% of Oboes Not ;design airflow. ONot Observable ^ONot Applicable 403.1.1 Programmable thermostats Comp es a [1`1912 installed for control of primary �ODoes Not heating and cooling systems and initially set by manufacturer to =Not Observable 'code specifications. ONot Applicable 403.1.2 =Heat pump thermostat installed •OComplies [FI10]2 --on heat pumps. =Does Not ONot Observable 'ONot Applicable 403-5-1 Circulating service hot water 'OCcirreplies [F111]2 'systems have automatic or [--]Does Not accessible manual controls- =Not Observable >l]Not Applicable 1 I High Impact (Tier 1) 1 2 JTAedium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 12315 Main Road Report date: 03/13/24 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.6.1 All mechanical ventilation system =Gsrtplies [F125]2 ?fans not part of tested and listed (Does Not HVAC equipment meet efficacy and air flow limits per Table =Not Observable =R403.6.1. - =Not Applicable z 403.2 Hot water boilers supplying heat =Complies [F126]2 through one- or two-pipe heating =Does Not systems have outdoor setback control to lower boiler water =Not Observable 5 temperature based on outdoor [--]Not Applicable _ temperature_ `403.5.1.1 Heated water circulation systems ;=Complies [F128]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 bcirculating 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 I515. Controls automatically adjust the energy input to the =Not Observable heat tracing to maintain the =Not Applicable desired water temperature in the piping. 403.5.2 >Demand recirculation water =Complies [F130]2 systems have controls that =Does Not manage operation of the pump sand limit the temperature of the <=Not Observable ®=water entering the cold water � > [—]Not Applicables piping to = 1049F. 403.5.4 'Drain water heat recovery units 'E3Complies [F131]2 tested in accordance with CSA =Does Not B55.1. Potable water-side pressure loss of drain water heat =Not Observable recovery units _ 3 psi for =Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water :heat recovery units _ 2 psi for individual units connected to three or more showers. 404.1 901/. or more of permanent =Complies [F16]i 'fixtures have high efficacy lamps. =Does Not i :=Not Observable =Not Applicable 404.1.1 =Fuel gas lighting systems have ==Complies [F12313 :no continuous pilot light. =Does Not =Not Observable s=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: 12315 Main Road Report date: 03/13/24 Data filename: Page a of 9 Manufacturer manuals for IclEe M.Ochanical and vvatar h�-atin c3DOes Not !SY&tem.s have been provided. ![--INot<>bservable 13Not Applicable Akcidlitlo-neal Cam md3n'tslAk%au inn ptli Cons: I I I High Impact CTier 1) 2 mediur-n impact crler :2) 3 1 Low Impact (Tier 33 Project Title: 12315 Main Road Roport date., 03113124 Data filename: Page 9 of 9 Above-Grade Wall 22.27 Below-Grade Wall 0.00 Floor 21-82 Ceiling / Roof 49.83 Quctwork (unconditioned spaces): o - - WinCIoW 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater Name- Date: Comments S.C.T.M. NO. DISTRICT: 1000 SECTION:31 BLOCK:5 LOT(S):5 LAND NIF OF N 89'56'10"E TOWN OF SOUTHOLD 117-93' PA3 Z a � o T. LAND NIF OF 12395 HOUSE BARN LAND NIF OF WOOD 6.1 LLC MILDRED GABEL DECK L:b•..trim - DE-CA CONC. OJti'£ C' PATIO 'd'f'*" O cakc >� oml L�l1 48I.3z, 8r — IJU.P. ASP1{gLTAPRON MAZN ROAD THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS p�P. AND OR DATA OBTAINED FROM OTHERS AREA:37,245.30 SQ.FT. or 0.66 ACRES ELEVATION DATUM: UNAUTHORISED ALTERATION OR ADD#7TON To nfiS SURs+!<-Y IS A WOLA VON OF SEC11 ;209 OF THE NEW YORK STATE EDUCATTOV LAW! COMES.OF THIS SL WY MAP NOT SE4AM THE LAND SURWYCIRS MAWS=SAL SHALL NOT'BE CONSIDERED TO BE A VALID TRUE Copy GUARANTEE'S k CATEO HEREON.MALL RUN i7A+LY TO THE PERSON FOR W0111 THE SURWY IS PREPARED AND ON MS WE MLr TA THE 77TLE COMPANY GOMWMEWrAi AGVVCY AND LENMNFr INSUTURM LISTED RDWOk AND TB THE ASSI&*WS OF 7HE La NDHa WSSRTU770N, rUARANTE€S ARE NOT TR 3A&fE rhf OFFSM AST D40=W S€DW HVWW FROM THE -PROPMry LINES TO W STRUCTURES ARE FOR A SPECIFIC PURPaW AND USE PtEREFORET1 'Y ARE NOT AVZENDEa 70 MONUMENT THE PROPERTY LINES OR To GTIIDE THE ERECTM OF FEIV=AWMOAAL STRUCTURES OR AND OTH t fAIPR49"ENTS. EASEMENIS ANDAW SU&IUVACE SVRUCT#+RE.S&TtWM OR UVRECMW ARE NOT ovARANTEED mm P#YSIL`A y EmENT om THE prfmISES AT THE TIME OF Supwy SURVEY OF-.DESCRIBED PROPERTY CERTIFIED TO: MICHAEL HARTOFELIS: MAP OF: FILED: `$I SITUATED AT:EAST MARION TOWN OF:SOUTHOLD yOg S O )?LIC SUFFOLK COUNTY, NEW YORK _` Proftimional Land SurveyWs and IIeui gn P.O. Box 153 Aquebogue, New York 11931 LFILE #223-33 scALE:1"=30' DATE: 31, 2023 PHONE (ea1)aee-laaa FAX(991) 206-15M N.Y.S. LISC NO. 0,50582 THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 3 �- REVISIONS D E S C R I P T ION LINE OF EXISTING 12/8/23 ROOF CONSTRUCTION 3/13/24 EDITS PER BUILDING DEPARTMENT EXISTING SIDING TO 12 12 12 REMAIN EXISTING EXISTING EXISTING EXISTING ROOF SHINGLES EXISTING ROOF SHINGLES TO REMAIN ® TO REMAIN EXISTING SIDING TO REMAIN EASING LINE OF EXISTING LINE OF EXISTING LINE OF EXISTING EXISTING SIDING TO ROOF CONSTRUCTION ROOF CONSTRUCTION — ROOF CONSTRUCTION REMAIN 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS LINE OF EXISTING CHIMNEY EXISTING SIDING TO o REMAIN I aG xlsnN EwsnN wsm Lj==11NUjEXIS ING SIDING TO LINE OF EXISTING 0 REMAIN LINE OF PROPOSED HOUSE TO REMAIN LINE OF EXISTING Im- NEW ROOF CONSTRUCTION ROOF CONSTRUCTION EXISTING ROOF SHINGLES °EXISTING LIN 0 XISTING AWNING 12 72 TO REMAIN REMOVED MATCH EXISTING T.O. SECOND FLOOR LINE OF PROPOSED __ Q MATCH EXISTING PROPOSED _ _ _ NEW ROOF LINE OF EXISTING — — — — — — — — RONSTRUCTIQU _ _ - CONSTRUCTION 8'-11" PLATE HEIGHT 1 12 PROPOSED SIDING TO AWNING TO BE _ _ _ PROPOSED RUBBER ROOFING _ _ _ _ _ _ _ _ _ _ - MATCH EXISTING EXISTING SIDING TO 7'-9,5" PLATE HEIGHT REMOVED 7'_-8" T.O. WINDOWS � REMAIN _ _ LINE OF PROPOSED LINE OF PROPOSED 7-0" T.O. WINDOWS ROOF CONSTRUCTION NEW ROOF CONSTRUCTION FASCIA TO MATCH - - - EXISTING 6" FRIEZE BOARD 6" FRIEZE BOARD Alm = FASCIA TO MATCH EXISTING EXI NG EXISTING EXI NG � _00 �XV E ISn G I O 01 PROPOSED 6X6 a PROPOSED 6X6 ^ PROPOSED 6X6 3056 3056 COLUMN WRAPPED i COLUMN WRAPPED PER SELECTION OF Elln COLUMN WRAPPED PER SELECTION OF EGRESS EGRESS PER SELECTION OF OWNER EXISTING SIDING TO OWNER OWNER EXISTING SIDING REMAIN TO REMAIN F T.O. FIRST FLOOR 60611 T.O. FIRST FLOOR � O LINE OF EXISTING CONCRETE STOOP TO BE REMOVED M1 O PROPOSED DECK ADDITION ADDITION P REAR ELEVATION W z Qz P FRONT ELEVATION SCALE: 1/4" = 1'-0" 0 �. � SCALE: 1/4" = 1'-0" OQ � ^ rill z LLJ zo Q Q � � Q cf) Ln LINE OF EXISTING ROOF CONSTRUCTION nO 2 O (� EXISTING l IQI EXISTING ROOF SHINGLES EXISTING ROOF SHINGLES n Lu Ld TO REMAIN TO REMAIN LINE OF EXISTING LINE OF EXISTING LINE OF EXISTING ROOF CONSTRUCTION ROOF CONSTRUCTION ROOF CONSTRUCTION LINE OF EXISTING LINE OF EXISTING CHIMNEY EXISTING SIDING TO CHIMNEY REMAIN LINE OF EXISTING HOUSE %IS11N XISTIN EXISTING SIDING TO SnN LINE OF PROPOSED LINE OF PROPOSED REMAIN NEW ROOF NEW ROOF LINE OF EXISTING CONSTRUCTION CONSTRUCTION 12 ROOF CONSTRUCTION 1 v LINE OF EXISTIN EXISTING ROOF SHINGLES EXISTING - LINE OF PROPOSED AWNING TO BE - - - - TO REMAIN EXISTING SIDING TO NEW ROOF REMOVED - AIN �- - XI� II'll I I'll 1111 CONSTRUCTION AmEXISTING ROOF SHINGLES $ F I 1 12 i TO REMAIN �b G I __ G I N PROPOSED RUBBER ROOFING _. XEXT - - -- -- ----- -- -- ---- T-9.5" PLATE HEIGHT LINE OF EXISTING 7_-0" T.O. WINDOWS EXISTING Charles M . Thomas ROOF CONSTRUCTION FASCIA TO MATCH FASCIA TO MATCH EXISTING FASCIA TO MATCH EXISTING -- XIS71N ~� a r c h i t e c t O — I EXITING EXISTNG EXI NC PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROPOSED E Ant c EXISTING SIDING TO EXISTING SIDING TO o REMAIN REMAIN ^ I 3056 3056 COLUMN `i EGRESS] EGRESS EGRESS EGRESS n EGRESS EGRESS PROJECT PER PPED r PROPOSED 6X6 LLJ EGRESS EGRESS EGRESS EGRESS SELECTION EXISTING SIDING TO COLUMN WRAPPED OF OWNER REMAIN PER SELECTION OF OWNER PROPOSED SIDING TO T.O. FIRST FLOOR PROPOSED SIDING TO MATCH EXISTING - - - MATCH EXISTING LINE OF EXISTING CONCRETE STOOP TO BE REMOVED LINE OF EXISTING CONCRETE STOOP TO BE REMOVED ADDITION � ADDITION PROPOSED CONDITIONS t, P SIDE ELEVATION P SIDE ELEVATION 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-011 DATE: 8/4/23 PROJECT No. �? �}� DRAWING BY., CMT V HK 8Y. WCI No. MAR 1 4 2Q�4�,, _ [m]-F001 [t tfF,tz 1 OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 19'-10" THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. �� �� a 4 4'-10j" 4'-10 5'-0 ' La i x M, d cj+ ARCHITECT 8' 0" 5'-11" PRO OSED REAR ENTRY 1 LAND N/F OF —Simpson Strong—Tie 30 6 FWH 0611 3056 HDU (CORNER HOLD DOWN) TOWN OF SOUTHOLD REVISIONS D E S C R I P T I O N MIMMMM 12/8/23 _ (3) 91 ML HEADER M Of •-NV N89056'101 117.9(�' 3/13/24 EDITS PER BUILDING DEPARTMENT Ma 18' 10" M -- -- -- -- -- -- -- --� x �} in t0 I Co o V)— '� Xa Z 2"X10" rr ® 16" Oc. \\ 2"X10" rr ® 16" OC. co 1 , za� R-49 INSULATION R-49 INSULATION p SITE PLAN OF PROPERTY M �pp�0 z a I W SITUATED AT J U a EAST MARION Z PROPOSED W O �E o FAMILY ROOM _ _ "' \ J, TOWN OF SOUTHOLD �_ 1n SUFFOLK COUNTY, NEW YORK j� -) 1 7'-9.5•PLATE HEIGHT I v O �� I F- Q CATHEDRAL CEILING 1 X�. , o S.C. TAX No. 1000-31 -05-5 00 2 Cry S O--DETECTOR �' Q S a. (� SCALE 1"=20' z co 0 1 CS = O O� AREA = 37,245.3 sq. ft. uj o 0.86 aC. MATCH EXISTING FIN. FL. ELEVATION((TYPICAL THROUGHOUT) THIS SITE PLAN HAS BEEN PREPARED o X I � USING THE INFORMATION FROM THE 11") M 6'-1" V-6" 2-5' SURVEY OF KENNETH M. WOYCHUK, LANDU 5 LI E OF EXISTING LINE OF EXISTING SURVEYOR FROM KENNETH M. N CH MNEY TO REMAIN WALL TO BE REMOVED 1 ; MARWOYCH LAND SURVEYING PLLC. DATED 6'-2" ", \ MARCH 31, 2023. -- 1 7'-0" (2) 91- ML HEADER 2-' I EXTEND EXISTING 1 LINE OF EXISTING PLATE HEIGHT FOR 1 WALLS TO REMAIN NEW ROOF OVER \ (TYP) PROPOSED ADDITION c O F S � o S 8'-0" \ 3 1 3 EXISTING LINE 0 OP SED ROOF OVERHANG 11 EXISTING NO CHANGE jKITCHEN 20 -0•CEILING HEIGHT W-11'CEILING HEIGHT 1 �� n/ �� � c I Y PROPOSED (3) 9 }" ML HE I LLLOJJJI--- 1 Li 13'-0" 5'-7" I _ L E G E N D I I ~ �; - EXISTING 1 O � z= I I— I I , ' Wo LINE OF EXISTING �— — — — � - TO BE REMOVED W = 1 STAIR UP TO REMAIN uIIGD Z - PROPOSED FRAME WALL _ _ I 1 i \ O 5'-6" 3'-7" EXISTING WINDOWS TO BEI I I f v I wp0� O CON�C•9a 0`tCK ~ iv REMOVED �� I EXISTING DOOR TO BE REMOVED Z IIII N i w uj 0 z 0 LAND N/F OF �1NG 2 NG LAND N/F OF __j MILDREDGABEL � 12395 HOUSE BARN Q _ E OF EXISTING CONCRETE STOOP TO $ 6.1 LLC D BE REMOVED I 19 1LO I 1 ..... " " I ......�....... ROOF RAFTERS ® PRpOpD100N ..... dDNCR — p�o (� I I � NG � 14.6 �5 'CO � c— Q _6 EXISTING HOME F vI I 31 %a % Nc�� 0 NO CHANGE o l a p a = c F / 1 o ix ('� N 1 a °1 Q ; ry 2 S100 PROPOSED I L �yG n1Ow��NG j DECK (� W M Ld PROPOSED 6X6 a ( , 1 j ✓,m 55'8 p COLUMN WRAPPED to of PER SELECTION OF a. OWNER (TYPICAL) o F I d:) I Y GOV- , Charles M . Thomas 32, N > a r c h i t e c t EXISTING EXISTING EXISTING EXISTING LINE OF EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 \OUSE TO REMAIN n' O W 'V 157' „w \ o I I W <I �� M 40 PROJECT la _ ZI I I A� I —___ _ < o �'o 0 V.P.0 __ 126.95 Q , �I >I =,.-i �- — — — — — — - LINE OF EXISTING � �OSFO :,. I i� ��_"'►-- ���.95 oD o ^ CONCRETE STOOP TO PROPOSED O �I I� — -� BE REMOVED DECK M J L — — — — — — PROPOSED 6X6 e00 v ui u i L N COLUMN WRAPPED X \ V) o of a PER SELECTION OF 04 a 0 U.p, o PROPOSED (3) 9 }" ML HEADER OWNER (TYPICAL) PROPOSED (3) 9 }" ML HEADER E3— - - ASPHALT APRON PROPOSED CONDITIONS I L_ _ _ _ _ _ _ _ _ _ z LINE OF PROPOSED ROOF OVERHANG CAI ®AD J 9'-7- 9'-6j" 9'-6j" 8'—O" DATE: 8/4/23 3 '-7" PROJECT No. DECK ADDITION 0 U.P. DRAWING BY. CMT CHK BY. -. (n W No. sP S I T E P L A N DWG - 002- 00 1 SCALE: 1: 20 2 OF 3 P FIRST FLOOR PLAN 1 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. �,;�,�,� ,�+� ,I •Ctf� e t1 0 Lis U! " x\] C ARCHITECT REVISIONS D E S C R I P T 1 0 N 12/8/23 3/13/24 EDITS PER BUILDING DEPARTMENT 8'-0" \ X 7'-6" 6 1 1 12"0 SONO IJ 19'-10" I II 24"x24"x12" FOOTING MIN 36" BELOW GRAD • I (MUST BE VIRGIN SOI 5'-11" D Li I 12"0 SONO TUBE ON w 24"x24"xl2" FOOTI GS II n1G1R I MIN 36" BELOW GRADE L _ J L _ J (MUST BE VIRGIN OIL) I 1 a 2"xl0" ACQ JST. I I x I I ® 1 s" D.C. I II N — — — —9"="-&CQ-LEQGER I F- — — — IIE�1,dRDERS SHALL BE I II II SHIMMED AS REWIRED IN BSI. �i n EAMI 11 r !I� 8" I 9'-3" 9'-3" 8» I I I I w O 1 I I I o W lei r> 2"X8" ACQ DECK PROI I CRAWL o PO SEDSPACE I ( Q Z <0 ix Z uj J o I JOlsrs ® ,s oc. > aow 4" POURED CONCRETE SLAB I O a I II OVER 6 MIL. POLYETHLENE 3 1/2" STANDARD STEEL I o 0 3 0� 3 0 W co I I VAPOR BARRIER ON WELL- u- I I COMPACTED POROUS FILL r PIPE COLUMN ON A Q (0 z w30"X30"X15" DEEP I I� o w Z= I � o I Mao Q 2 tD J POURED CONCRETE I w d 0° � °� 2 o I I 0 S I I FOOTING. (TYP) I I o ~� S a I II 0 I Q , ry 1 o UXZZ~ 2"xl o" FLOOR JOISTS I 2"Xl 0" FLOOR JOISTS w °0 o X EXISTING HOME Z Z i 10 _ I '�I z I I ® 16 0 - 1 x 1 C. - 1 I � O (� NO CHANGE c~i>g X z 1 z w z O INSULATION INSULATION 1 O 10- J Li v X� I II N ao 000 — I ANCHOR AND BOND TO co I Q Q �`'o I Q J I EXISTING WITH #5 REBARS v I ao 3 tL¢ 1 m z I I `* Q Q z @12" O.C. VERTICAL 1 ( o F- r , �w (TYPICAL) 1'-6' w �Li LINE OF 0-I I CHIMNEY TOSTING REMA='4* uj L_a I o En ..I (WnLO W n i l XISTING FOUNDATION WALL TO REMAIN O I ` \1 I Q I 13 I I I I f ;" o °- W 3 I I I IF I I 3 I ,I N Iz 0 1 -EXISTING FOUNDATION WALL TO N I II z z_ REMAIN I XW r � I I � I I LEGEND =- - _ — _- - _ — _ _ —GE I I I I - EXISTING 2 X10 A CQ LEDR L 1 J TO BE REMOVED e U I : - PROPOSED FRAME WALL o tO 1 DECKING ABOVE PER THE a- o tO I SELECTION OF OWNER it EXISTING WINDOWS TO BE 00 12"0 SONO TUBE ON 200 Y 1 I I 24"x24"x12" FOOTINGS X 1 REMOVED c�w ® LINE OF PROPOSED EXISTING DOOR TO BE REMOVED 1 MIN 36 BELOW GRADE (TV) r _ (MUST BE VIRGIN SOIL) r , r — -ICOLUMN ABOVE (T _ - r — , 1, 3 2X10 ACQ GIRDER 32X1 0 ACQ l— Charles M. Thomas a r c h i t e c t 9'-7" 8'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 3 -7" DECK ADDITION PROJECT P FIRST FLOOR PLAN P FIRST FLOOR PLAN 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1 4" = 1'-O" PROPOSED FOUNDATION PLAN DATE: 8/4/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [&-m3-F0-01 3OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. yr 4- .' . u: e. f w up. CHITECT 8'-0" PLATE HEIGHT 6'_8"' T.O. WINDOWS REVISIONS E S C R I P T 1 0 N 12/8/23 0 3/13/24 EDITS PER BUILDING DEPARTMENT ro EXISTING RIDGE LINE OF EXISTING 12 EXISTING �� ROOF CONSTRUCTION OF�PF'hRy �is��cRO T.O. SECOND FLOOR SINGLE PLY RUBBER ROOFING EXISTING FLOOR RR TO REMAIN ---- - UP ON REAR WALL t&Z EXISTING CEILING JOISTS TO REMAIN G EXISTING 'Q 8'-11" PLATE HEIGHT r- �a qT ---- - SINGLE PLY RUBBER 1 12 ROOFING OVER 45# O C• ATTIC �s 7'-8" T.O. WINDOWS ROOF FELT OPOSED 2X8 RR ® 16" ---- - EXISTING HEADER 3/4" PLYWOOD OPOSED 9 8'-0" PLATE HEIGHT EXISTING CEILING JOISTS ML HEADER FASCIA TO MATCH EXISTING WINDOW 6'-8" T.O. WINDOWS EXISTING _ _ _ EXISTING T PROPOSED 4t HOUSE 1 00 m00 o DECK I NO CHANGE 10 op o0 EXISTING PROPOSED ROOF BEYOND. 7'-9.5" j PROPOSED °o HOUSE PLATE HEIGHT TO MATCH PLATE 6X6 HEIGHT OF BUMP OUT WITH EXISTING COLUMN HIPPED ROOF. HIPPED ROOF TO BE WRAPPED _ EXTENDED TO PROPOSED ROOF. T.O. FIRST FLOOR PER / /\ \ EXISTING PROPOSEOHIPPEED ROOF.ROOF PITCH IS TO MATCH SELECTION --- OF OWNER EXISTING FLOOR JOISTS TO REMA / / /\ \ 12 T.O. SECOND FLOOR / \ ROP ® MATCH EXISTING 2"X8" DECK JOISTS 0 16" 0. - - - OS 8'_11" PLATE HEIGHT 9'-0" PLATE HEIGHT /EXISTING FLOOR JOISTS fp 2k�p" MAIN H�Sr �POS 2"X10" ACQ LEDGER EXISTING FOUNDATION 7_O" T.O. WINDOWS / / EXISTING CLNG JOI �C 7'-9_5" PLATE HEIGHT CH z 3-2"X1O" ACQ GIRDER WALL TO REMAIN 7'-0" T.O. WINDOWS SONO TUBE ON rfOi 24"X24"X12" P.C. TOSCONTINUE TING PTDHROOUOGH OOTING MIN 3' BELOW ExlsnNc ExlsnNc TO PROPOSED ROOF. GRADE PROPOSED PLATE KITCHEN HOUSE " HEIGHT AND ROOF PITCH r� (M ST BE VIRGIN SOIL) 00 00 8'-11"CEILING HEIGHT e'-o"CEILING HEIGHT of TO MATCH EXISTING. o PROPOSED OPENING TO NEW ADDITION. THE FINISHED FLOOR ELEVATION OF THE PROPOSED w O T.O. FIRST FLOOR FLOOR TO MATCH THE EXISTING - - - KITCHEN. T.O. FIRST FLOOR EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS S CROSS SECTION . o0 � 1 SCALE: 1/4" = 1'-0" EXISTING FOUNDATION EXISTING FOUNDATION I , WALL TO REMAIN WALL TO REMAIN w o < z � O � z S CROSS SECTION Li z O AM 3 SCALE: 1/4" = 1'-0" Q Q Q v) Ln / \ Q- / o N ry Q 12 12 1-1- \ EXISTING EXISTING /A \ EXISTING SIDING TO REMAIN \ \ LINE OF EXISTING EXISTING SIDING TO \ ROOF CONSTRUCTION / REMAIN LINE OF EXISTING CHIMNEY EXISTING SIDING TO REMAIN PR POSED (3)11 i" ML LINE OF EXISTING LINE OF PROPOSED RI GE HOUSE TO REMAIN NEW ROOF CONSTRUCTION TYPICAL_ ROOF CONSTRUCTION MATCH12 EXISTING ®�6 O.C. PROPpsEp ®ATCH EXISTING NEW ASPHALT ROOF SHINGLES RR ? Y10. 8'-11" PLATE HEIGHT OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. pROPOSEo 2X1c RR 0 16.OC - MAIN HOUSE - 2 X10 ROOF RAFTERS SISTERED TO EXISTING RR 0 16 O.C. R-49 HD INSULATION EXISTING SIDING TO 7'-9.5" PLATE HEIGHT REMAIN _ _ _ Charles M . Thomas - --- 7'-9.5" PLATE HEIGHT TO MATCH 7_0" T.O. WINDOWS _ PLATE HEIGHT OF BUMP OUT WITH 3L SHEET ROCK EXISTING HIPPED ROOF. HIPPED ROOF WALLS AND CEILING a r C h I t e C t TYPICAL_ WALL CONSTRUCTION TO BE EXTENDED TO PROPOSED ROOF. PROPOSED ROOF PITCH IS TO PO BOX 871 JAME$PORT, NY 11947 (631) 727-7993 o NEW CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" MATCH EXISTING HIPPED ROOF. I CD X PLYWOOD SHEATHING ON EXISTING 2"X6" WD. STUDS 0 PROPOSED " m M 16" O.C. R-21 INSULATION FAMILY ROOM PROJECT 7'-9.5"PLATE HEIGHT r CATHEDRAL CEILING LINE OF EXISTING TYPICAL_ FLOOR CONSTRUCTION CHIMNEY BEYOND T.O. FIRST FLOOR - 2"X10" FLOOR JOISTS 0 16"0.C. 2"X1O" FLOOR JOISTS 0 16" OC. 2"X10" FLOOR JOISTS 0 16" OC. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSU PROP SED 3) 11i" ML PROPOSED GIRDER CRAWL SPACE 3 1/ " STANDARD STEEL PIPE PROPOSED SECTIONS 2 x6" ACQ SILL PLATE 4" POURED CONCRETE SLAB COLUMN ON 30"X30"Xi5" DEEP N E W OVER 6 MIL. POLYETHLENE POU ED CONCRETE FOOTING. TERMITE SHIELD, SILL SEALER, VAPOR BARRIER ON WELL 8 POURED CONCRETE FOUNDATION 5/ DIA. ANCHOR BOLTS COMPACTED POROUS FILL ( WALL ON 8"X16" POURED CONCRETE @26"-0" D.C. FOOTING MIN 36" BELLOW GRADE. ADJUST FOUNDATION ACCORDINGLY TO MATCH EXIST. PORCH SLAB ELEVATION (TYPICAL) DATE: 8/4/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. S CROSS SECTION 0 003- 00 30F 3 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. F' TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE E RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/GREATER L/180 SLOPES THAN j WNO TOP PLATES SECOND STORY TOP PLATE— TABLE 3.1 `�h FINISHED CEILING WW rrMM ATTACHED TO RAPIERS TOP PLATE 60 SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALCU IN STUD INTERIOR WALLS AND H/180 �d JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED BORED HOLE MAX FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— CEWNGs " SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z NOTCHING PROVISIONS SEE DRILLING AND MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH WFCM SECTION 3.3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/360 - STUCCO FlNISHE „ / NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 / a_ o T (ALL PANEL EDGES) " WITH BRITTLE(b) FINISHES - 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L 240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES / NOTCH MUST NOT EXCEED C) BAND JOIST ND BRIDGING BLOCKED AGAINST PANEL EDGES 25% OF STUD DEPTH � �— Q CORNER DETAIL 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 ROTATION IN ACCORDANCE � ) a. The wind load shall be permitted to be taken as 0.7 times the WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT W AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o FARING (ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL of the cantilever. DOUBLE AND Nd MORE THAN TWO CROSS SECTION OF CUT OR 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not z N N BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall ° 16d NAIL AT 24" O.C. INSTALLED WFCMI TABLE 3.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2D TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITIONbi SILL PLATE � JOIST �, , S E C TI 0 N 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SEC TI O N 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS _ _ DEAD LOAD DEAD LOAD FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT 15 psf or less 25 psf NOTCHING AND BORED HOLE LIMITATIONS WALL SUPPORTING PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- ROOF ONLY 1.0 1.2 O BEARING WALLFOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 ,., 2x4 CONTINUOUS W�.,\ \ LATERAL BRACE AT 6 O.C. N TYPICAL 'WALL FLOOR �C ROOF FRAMING NON—BEARING WALLS: R602.6 (1 ) & (2) FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) ~ 0 JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n (v FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z W FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING T NECCAL Q 0 TYPE — ENDWALL REQUIRED RS < 6 FEET < 8 FEET 1/2•SPACING q q 0 —" ALLOWS E CH SIDE 10-8d 0 NO. 8 WOOD SCREW 16" 10" 8" HOLDOON NAILS J ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ----FULL LENGTH 5d COOLER NAILS AT 10" O.C. O LENGHT DOUBLE A A WA STUDS I— Q STUD 60� o � STUD NOTE 2"x4" BLOCK NAILED TO EACH ar Haw E ° o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOWDOWN ° o TRANSFER SHEAR TYPIC L --- AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2 EMBEDMENT (HDU) ° CONN CTO S N uP AT BOTTOM OF HEADER STUDS IN W LENGHT ° NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT o ° CONNECTION AT EA H SIDE CO EC R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. z ° 2-16d COMMON FOUNDATION. R uIR BOTTOM OF CRIPPLES 20 GAUGE STRAP LI_I " " " ° ° NAILS AT6"O.C. FLOOR BRACING AT END BAYS 10-8d NAILS o (n 1/4" LAG SCREW BASED ANCHOR 16 16 16 SIDE WALL TYPICAL FRAMING AND UPLIFT p LENGHT WITH 2" EMBEDMENT ENDWALL FIGURE 3. 61 CONNECTIONS FOR OPENINGS w SUBFLOOR ( WFCM / u 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. = I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. WFCM FIGURE 11l FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12 MAX. C / Of o c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N J AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. I , o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. CD X j �- TOP PLATE v w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING r o PROVIDE RAFTER TO RIDGE TENSION STRAP N VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT " NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S `V LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT I" O X EACH END OF 1-1 4 cv o ° ° EXC ED 15 FT. AX. E CEED 40 FT. MA STRAPPED TO TOP WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° 15/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g (H�) o ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS w —ROOF RAFTER o 0 TRANREAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 0 " `� o ° z 20, GA. STRAP— STUDON RE PREFERRED METHOD ° ° RAFTER 4 WIDE MIN. HOLD DOWN 8d NAIL AT 12" O.C. ON o � W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT � M � FLOOR TO FLOOR PHD5 24.. RIDGE TENSION STRAP DETAIL C CONNECTION ° TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL SECITRONb. I R802..4.1ED TO nFOR CONVENTONALC SPACES GCEILING JOISTS AND DIE REQUIREMENTS IN T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE ''- RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND C" INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong— Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 } A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. om ('3 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDEWALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o ) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR y- WOOD STRUCTURAL WALLS' PASSENGER VEHICLE GARAGES 50 do INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE 00 HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED � L.. X ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY NTH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. do HIGH WIND EDITION) `V a g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 8d NAIL AT 6" O.C. 0 CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I 2 C O R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM L ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: o EXTERIOR CORNER FRAMING 1. THE AT11C AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) (TABLE 3. 1 WFCM 2 018 HIGH WIND E D I TI 0 N The design of this structure is based upon prescriptive approach using the _ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC .ro NAILING SCHEDULE_ �- UPLIFT. published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. , MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, ~ ;�' �• LL1 RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances Z JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING P g g 5 cr +�a 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction tO _ j COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better i a f LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 Practice. 4-8d PER RAFTER STUD Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED / 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bom Debris to all work performed on this project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE P P J CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER of THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any r4' 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER (FACE-NAILED) 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. (- TRIM BOARD TO RAFTER (END-NAILED), 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, 0- WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he 1 Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE ) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 g Y P ( P Compensation, etc.) and general liability in an mount not U) 3-16d PER 2X6 STUD Insulation-Section R316 less than $ 5 million and automobile liability and damage o cv (N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 N coverage not less than $ 2 million. The Architect shall be Fn Moisture Vapor Retarders-Section R318 N � � 2-16d SEE NOTE 1,2 PER FOOT named insured on any and all policies. w N FACE-NAILED ( ) Protection Against Decay-Section n R 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous Of (o rn Protection Against Termites-Section R318 insulation at all perimeter sills. FLOOR FRAMING Site Address-Section R319 P Accessibilit Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is O 0 to be presented to the Owner at the completion of the job. ` V 12. Plumbing Installation to comply with State and Local codes I- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 9 P Y 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W O BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 13. Do not scale drawings. Use figure dimensions only. LU N 8 poured concrete foundation wall, 8-0 high, 3000 # test 14. All work to conform to the rules and regulations of the New York ` �I ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam 9 W / / ( / / ) 15. The insulation protection as indicated on these plans exceeds z " " 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier 0 GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6 EDGE / 6 FIELD P # P the Codes minimum standards. Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"00"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for O " EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 4 LOOKOUT BLOCKS / Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site 0 Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FlELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing O I WALL SHEATHING Pour no concrete on frozen ground or in freezing water. �-- Q STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD 3 1/2' steel lally columns.ELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently C braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: LJJ Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q n/ Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING STRUCTURAL PANELS Overhangs as noted. "8d 6 EDGE 12 FIELD Vi nyl vented soffits. 1' OR LESS " RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations.GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrap. MTS 36, 16„ O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:MSTA 36, 16" O.C. 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END N 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition Simpson Strong-Tie N 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: 0 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 H-- (V of section R310. USE 8 16d NAILS AT EACH END F_ Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST a. LLI SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d X 1 1/2'� U WFollow exterior corner framing detail figure R602.10.5 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underloyment application Section R905.2.7. nailin see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON PP ( ) 9 PC44 FOR EACH POST Q �► SIMPSON H-8 USE W/ONLY s " » For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- of � MIN OVERLAP IS 12 /e ANCHOR BOLT (14 ) percent slope), 0 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), 4- 8D TO PLATE PLATE IN » MTS12 ® EACH JOIST (EVERY STUD) STUD TO SI 7 MINIMUM EMBEDMENT underlayment °,. U210 2X6 (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T of PS720 ALIGN NTH JOIST BELOW �.. AT EACHI DECK/PORCH JOIST it- ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to ( ) SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 '}'� " HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y4" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER „ M successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2 7" MIN EMBEDMENT e o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER U (SEE FOUNDATION PLANS A-3.1 AND :p ' . Ice Protection (Section R905.1.2) n A-3.2 FOR LOCATION) CONNECTION S °•o °. • �, Underlayment in High wind (Section R905.1.1) M (MINIMUM DOUBLE STUD) •D°°Q °.° e° 14 ;° �, SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE e A • 40 ° • " " Chimney and firespaces - Chapter 10 ° , . D , 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. • ° 4 4 '� USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 a-+ D ,'° �•°• , �° - D' A. '° • General Mechanical System - Chapter 13 FOR HEADER OR ° 4° e . > > s•. D � ' o ° D , , D Heaitng and cooling equipment - Chapter 14 BEAM e e •s °•ed q ° Exhaust Sustem - Chapter 15 ■ e' D ,'a° A-t 4 ;°, °D•°• 4„j1,o••° �' °D Duct System - Chapter 16 ■� Z > . °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie - 4FAe a " ee °A AA Chimneys and Vents - Chapter 18 AC4 � 71•A = 71%_0,_ ° ®r ': SSP Plumbing Part VII AT EACH POST o • �' °• SEE PLAN n 1 3/4" IMUM °° °.°Q° ° Flood Zone - 301.2.4 "' EDGE DISTANCE 'a•44 9 D HEADER FLOOR TO FLOOR D °•' LSTA21 Simpson Strong-Tie 000NNECTION KING STUDS CS201;4 COILED Y2 THREADED ROD y,_ STRAP. MIN 12" REQUIRED FOR STU 1/2 co SIMPSON STRONG - TIE JACK STUDS OVERLAP AT EACH V L STUD � o SIMPSON STRONG-TIE -- 1 1/4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D AT EACH ROOF SIDECOVER NAILS AT EACH STUD RAFTER USE 8-16D MIN OVERLAP IS 12 JACK 0 SILL I MIN EDGE ' � .Q ®® : ::'; ;; DISTANCE* NAILS AT EACH END, � • 12" MIN OVERLAP PER COMPONENT • •• STHD8 DISTANCE* `'> IN EDGE SHEET NO. STUD TO ROOF RAFTER Simpson Strong-Tie • '• FLOOR T O FLOOR WRAP UNDER SILL PLATE CONNECTION AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" 11 TYPICAL STRAPPING FOR C 0 N N E C TI 0 N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RI M JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS