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HomeMy WebLinkAbout47985-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a SOUTHOLD, NY Al 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#: 47985 Date: 6/22/2022 �w Permission is hereby granted to: Cimino, Cono 92 Grandview Ln -Smithtown, NY 11787 To: Construct new single family dwelling as applied for. Revised SCHD approval is required. At premises located at: 155 W Shorew Dr Southold SCTM # 473889 Sec/Block/Lot# 80.-2-25 Pursuant to application dated 6/22/2022-. and approved by the Building Inspector. To expire on 12/22/2023. . Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,104.00 CO-NEW DWELLING $50.00 Total: $4,154.00 Building Inspector �� . TOWN OF SOUTHOLD—BUILDING DEPARTMENT s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 htt Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only T. PERMIT NO. Building Inspector: ,. '4 Applications and forms must be filled out in their entirety.Incomplete BUILMNG DI;E applications will not be accepted. Where the Applicant is not the owner,an r0VV ti OF S L,ffi-K.'x..D Owner's Authorization form(Page 2)shall be completed. Date:05/11/2022 OWNER(S)OF PROPERTY: XName:COnO CICTllr10 � SCTM#1000- 160- 2- 25 Project Address: 155 West Shore Dr Southold NY 11971 Phone#:516-860-6001 Email:ccimino@appleice.com Mailing Address: 155 West Shore Dr Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Road Unit 3A MattituCk NY Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 110451 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Eil Other Renovation of 2 Story Dwelling,2-Story Additions,Proposed Conc.Patio/Deck j Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property: i Le .�� Intended use of property:S Zone or ti dlstrict in which premises is situated: Are there any covenants and resl rictions with respect to Ll this property? ❑Yes 0N IF YE 5, PROVIDE A COPY. 0 'Check Box After Reading:,Tho owvnar/contractor/ 1gn°p l lonal is responsible for all drainage andf,o ssues as provided by chapter of the town i:ode. OPUCATION 'li a MADE to the Building,Department for the Iss °of a Bulbsuant to the Building Zone Ordinance of the ToWn of Southold,Suffolk,Camn y, York and other ep llcable ,Ordin n or `lations,for action of(buildings, additions,of to tioni or fo*removal or demoImon as here ifi d 4e d.ilaa appti�ant agr to oarm ply a0 applicableinances,Mi ding code, housing+coode and uhMons and to admit autho Inspoc�ors on premises and ba building(s)for ry Inspectionstements made herein are punishable as it claisss A mild nor pursuant to Bectlon' IO AS of the kearr York , Penal L,W., Application Submi (p frf n : �� � \/IAut orized Agent JOwner Signature of Appli nt: Date: .� STATE OF NEW YORK) SS: COUNTY OF `�aYF6 i C being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the_ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her k Iowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this . L .day ofzva� r; ailwy,, ublic ofNow York za1 aorrAM 4= No...Ql i ,PROPERTY OWNER AIJ1"t ORI ' 101' ,, a icdla ° iw w. (Where the applicant is not the owner) I, ccno GMS C» residing atI es 5 1, do hereby authorize AMP ARCHITECTU E to apply on my behalf to the Town of Southold Building Department for approval as described herein. 00 2,2. earner's Signature Date aci—p C Mwf1) Print Owner's Name Generated by REScheck-Web Software 5�� Compliance Certificate Project Cimino Residence 2 Energy Code: 2018 IECC u Location: Southold, New York O iL0iNG, P" Construction Type: Single-family TOWN OF SG(.b'B"HOLD Project Type: New Construction Conditioned Floor Area: 7,696 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 West Shore Drive Anthony Portillo Anthony Portillo Southold, New York 11971 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Unit 3A Unit 3A Mattituck, NY 11952 Mattituck, NY 11952 6316039092 6316039092 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: 15.2%Better Than Code Maximum UA: 1026 . Your UA: 870 Maximum SHGC: 0.40 Your SHGC: 0.40 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 compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. n l A Ceiling: Flat Ceiling or Scissor Truss 1,643 49.0 0.0 0.026 0.026 43 43 Ceiling 1: Cathedral Ceiling 1,025 30.0 0.0 0.034 0.026 35 27 Front Elevation: Wood Frame, 16"o.c. 1,474 25.0 0.0 0.053 0.060 57 64 Door: Glass Door(over 50%glazing) 47 0.250 0.320 12 15 SHGC: 0.40 Window: Wood Frame 359 0.250 0.320 90 115 SHGC: 0.40 Right Elevation: Wood Frame, 16" D.C. 1,322 25.0 0.0 0.053 0.060 60 68 Window 1: Wood Frame 197 0.250 0.320 49 63 SHGC: 0.40 Left Elevation: Wood Frame, 16" o.c. 1,462 25.0 0.0 0.053 0.060 61 69 Garage Door: Solid Door(under 50%glazing) 144 0.250 0.320 36 46 Window 2: Wood Frame 169 0.250 0.320 42 54 SHGC: 0.40 Rear Elevation: Wood Frame, 16" o.c. 1,482 25.0 0.0 0.053 0.060 59 66 Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 1 of 10 Door 1: Solid Door(under 50%glazing) 20 0.250 0.320 5 6 Door: Glass Door(over 50%glazing) 78 0.250 0.320 20 25 SHGC: 0.40 Window 3:Wood Frame 277 0.250 0.320 69 89 SHGC: 0.40 Floor: All-Wood joist/Truss 2,876 30.0 0.0 0.033 0.047 95 135 Basement Wall: Solid Concrete or Masonry Wall height: 8.0' 2,396 15.0 0.0 0.057 0.059 137 141 Depth below grade: 6.8' Insulation depth: 8.0' Compliance Statement: The proposed building design described here is c nsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildin a en designed to meet the 2018 IECC requirements in RE ctaeck Version : REScheck-Web and to comply with the mandatory req s listed in the REScheck Inspection Checklist. Name-'Title Signature Date .. 0 -� 03 74()"�' ,0 0 Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-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. ..��.._..... ..��,. V_.........,..�....�.. �._...__...�....�.,,......_.................. ..Plansalue ..m,_ ,...�... Value�.�.. .......,..�.....�,......_..„..W.. .._.....�...� Section t V Verified Field Verified # Pre-Inspection/Plan Review Complies Comments/Assumptions & Rei Iba_.. . -------- ......... ... .....�.. ., . ... 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable ;y building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1Construct, .,�....�... ion.. ...w_ .. ._.�__.___. .. .;.�,.... ., n _.,. ,e,,.,; m ..r , .,�.,,.m_ww� ........ ...... ._ ......��. .... .... .. mm. drawings and ❑Complies 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable H; Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, H. ... ......_ , ... ......_...... .__....._...., a.._ .. ,,,, . ,..w, �. ;.. . _.._MM ..... .� a ._...... ... ........�..... .. ...__ ................. eating 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 Btulhr approved by the code official ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact{Tier 2} 3 pLow Impact(Tier 3) _T _ ... .. ,_._V.m _._... Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 3 of10 # Foundation Inspection PlanValuefied Field Verified _ Complies. Comments/Assumptions_ Section d p 0 21�Ib,Conditioned basement.. _ _. ,. ..... .n., all R- R- (Complies See the Envelope Assemblies [FO411 !insulation R-value. Where interior R R- IFIDoes Not table for values. insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO511 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable �E,]Not Applicable _ 1 _Conditioned dit ..e Of burial or............. �. ,._� �. OCompNot See the Envelope Assemblies [F061 9 insulation depthe blies .table for values. distance from top of wall. 'EJINot Observable []Not Applicable 303.2.1 A protective covering is installed OCom lies [FO11)2 to protect exposed exterior ❑Does Not insulation and extends a f minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 z controls d ice-melting . g s.Y []Complies ,..,.. �, �M, �MDoes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 i h Imp, act(Tier 1) � Imppact(Tier 2) � 3 Low Impact(Tier 3) Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 4 of 10 .....g. Rough-in h-In Insp. � ection PIanV lueVerified FielValuefieCompiles. Comments/Assumptions & Re I D ........ 402.1.1, Door U-factor. U U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ` []Not Applicable . . ..........,_ �......... ...... _. _❑C.... ....__._w_v... ....._..n..ww....o_eA W 402.1.1 Glazing U-factor(area-weighted� U-_____ U- ❑Complies See the Envelope Assemblies 402.3.1, average) oes Not table for values. 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable 303. are .3 adetermineaccordance e ❑Co products mplies ctors DCo es Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 'Air barrier ._.... .-,.-v_..._ ...... _ ........ .. ..... .. ;, ...�. .,,... _...M..��.,umw....._u�....... � .. ....._. .. __w..._ _w ....... _.. and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not p instructions. _ ❑Not Observable ❑Not __... _.mm..._w. .......... ...w _.M.M.M...._.__....� .-.mmR, waR 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 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable _ limits. ........ .. 402.4.5 IC-rated recessed.._.. _.�... �.. .....w �.,,m„ ... .. . . ..... ... _. .. .. ......_.. __ .._.__.. _._.... ... ......-_.. lighting fixtures ElComplies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <2.0 cfm leakage at 75 Pa. [:]Not Observable ❑Not Applicable 3.3.1 insulated t ❑Do Supplyandd return where duct is s. ,... ... , ElComplies [ ......... ...._�.. .......... es 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, [ 3.3. _boxes are sealed s and..filt�.._ .... ........ ... ,,,,m ... . � ,,,,, �Do ...._.. _..�. ................_........ 403.3.2 Ducts, air handlers and filter ❑Complies 1 es Not joints/seams compliant with ' International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. ............ 403.3.]5 duillding plenums.vibesare not used as . ,.,.,o. �.,.. ODo plies .. .... .... .. �.. ts or Not ❑Not Observable ❑Not Applicable c._a.-.bl..e ......_._....... 403.4 HVAC ipingconveying fluids R- R omplies z above For chilled fluids ❑Does . _.._._ Not below 55 °F are insulated to >_R- 3 ' ❑Not Observable ❑Not Applicable 403.4.1 ..-Protection of insulation on HVAC.. ❑C._ ........ ..�.._.....__�_ ......._. ....• .... omplies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable [0�8 3 .�R.3 water pipes are to.... .. ......._ _.. � .. . ..�_ .. �..�.. �. ..........w _......:............. ......._,........ ..... ._._... 5. R- R ❑Cor�nplies ] ❑Does Not •: ❑Not Observable _•. ❑Not Applicable � [� ..._a m � ^drum Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Me Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 5 of 10 Complies'? s?,w.°.. Co.._.� ..n._en..t..s/.A ssaotionsDramin Rough-In Inspection value Re J .................. „w„ ................................. ,.. _ _._..... w. ...... _.. ...... . , e.....,_ 403,6 Automatic or gravity dampers are ElComplie I, PIg)2 installed on all outdoor air ODoes Not intakes and exhausts. [3Not Observable Not Applicable Additional Comments/Assumptions: Z F169h Impact (Tier 1).........L.2. Medium Impact(Tier 2) � 3.. Low Impact(Tier 3) � Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 6 of 10 Section .PlansVerfiedM Fielfied Insulation Inspection lue ValComplies? Comments/Assumptions 3R�9. D , , , , .., ,ll",- . H . ........ w All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑does Not —41 provided. ❑Nat Observable ❑Not Applicable 402.1.1. Floor insu......... ......_�.......w _, _ww... ... ..._... ........wv_.__._. lation R-value. R- R- ❑Corplies See the Envelope Assemblies 402.2.6 ❑ Wood Wood ❑Does Not table for values. [IN1]1 ❑ Steel E] Steel ❑Not Observable y' ❑Not Applicable _w .W._. .._..._..... .... .. ......... ,. v ...... ❑Co _._� ... ........ .........._ ...0 _..... 303.2, Floor insulation installed per mpiies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor ❑Not Applicable ;framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. _ : e the 1 Wall insulation R-value. If this is a R Wood ❑ Wood ❑Complies table for ope valule. 402.2. Assemblies 5 l 'mass wall with at least /2 of the ❑Does Not 402.2.6 :wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). E] Steel ❑ Steel ❑Not Applicable [IN42 Wall nuinsulation i installed onpef.� .. �.wm .,, , ,,,,,,_ _� , ❑ mplies Do . .. ... ;_. ... m_..... ..... es Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1High Impact(Tier 1) 2 Medium Impact(Tier 2) ....... 3 Law Impact Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 7 of 10 Sectio # n......., ._..... _. ,. .._ .._., Plans Verified., . Field Verified Final Inspection ProvisionsValueValue � _Complies? Comments/Assumptions & Req.Jr 402.1.1, Ceiling 'nsulationR-value. R- R OComplies ) See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [F11]1 303.2.1.1, manufacturer's instructions. . ���.m_ .................... . _,.,, _._..., ._.W ,... ElCom .lies ._.. .........w. ....... _�ww__ ~�� ;Ceilinginsulation installed per ❑Complies Does Not [FI211 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable . pe adjacent �,�. ,, ,,,�.�;❑Do . ....... . . __.......... __.........._............. 400 2.2..3 Vented atticss with with air ...... mplies [F122] insulation include ba to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [F1311 insulation ?R-value of the ❑Does Not adjacent assembly. UNot Observable ' !❑Not Applicable ......... .µ;..._nw...._...w_........._www_...._._.-........._..�..w.._..ww...�. .._..w_... ....�._ _.._.m......�mm,..w.._.... ..._ -.w_.kw.www_ww.._.. ...www_.Mw....___.ww____.�..._.. ...._�. ..w�... 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑Complies [FI17]1 ach in Climate Zones 1-2,and b........boes Not <=3 ach in Climate Zones 3-8. '1;;;;;;;;�Nof Observable ❑Not Applicable 403.3.3 pressure tested .._ -....._ .m .......... .......w....... w..... ....._ Ducts are d to cfm/100 cfm/100 _... ....... _... ... .._� ®Complies [FI2711 'determine air leakage with ft2 ft2 ❑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. w.. ..... .._ _. ......� .......... ......w _.. .... 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler 9 25 Pa. For rough-in ❑Not Observable ,tests, verification may need to ❑Not Applicable occur during Framing Inspection _. _.,_ ... . ,. _..,,. ...........,..-..... _.,...,,. w...M .Mw__.. �..._.... 403.3.2.1 Air handler leakage designated ❑Complies [FI2411 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not ....... _ . ....... Applicable ���� � ��_. . .,W.. ., w-......... 403.1.1 Programmable thermostats .... C1Contplies [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. cable 40. m.,.., �_._._.,_. �.... ...... .,. ..... , .. ❑Com I els... ... _...... _ . .......... _.........__._ ..... . 3.1.2 Heat pump thermostat installed p [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable .. . .......... _....,. _... .........._ 403 _.._..._.-.... .. ........... . ...._. 1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2.. Medium Impact(Tier 2) 3 Low Impact(' 3) Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 8 of 10 & Re ID�Final Inspection Provisions PlanValuefied FielValuefied Complies?tion ,­­............... p � /Assumptions es Comments/Assumptions _ . ` ______ __, _ T"' .. ....... lies [03.6.1d,Alll not part mechanical to fled lands)listed „ ............... ❑DompNot 4 .® es HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403..2.... .. Hot m„-... www_...._....... ...�,,. , ..,, .. �„ _._.....�... .v �.._.._..,. . .,....,.........a..... ............._� water boilers supplying heat ❑Cornplies [F[26]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. 1.1 Heated a circulation atterirc lation systems a.,,.,,. ..,„w.......,� ,,. ., ,,, „ .w. „ ..a., ❑DompNot,....._m._, _.. pump 403.5. �.......... .... .... . .... .... es 403.5 z have 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 compElectric ly heat traces stems with IEEE 515.1 .. ....................m oM..,,a � ro, �, . ,..... .,.,..._.. _. [:]Complies[:]Compliesplies pli 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. ., _.._...................... _. ..,....__ ..... ............... ........v,.w _.__,..._... _ _.,..... � .,.....,_,.,... 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104W. 403.5.4, Drain water heat ......,._ �n. _.._. ............ .........,.,.,.,.. ...,,..,............ . .. t recovery units ❑Complies [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. __...M_._... ..w, ........._... ._.... ..v,.. ... _._ ., ..._........a .. 404.1 90% or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable - .w__w_._..,_... . __. .... M.M.M...... ......._, ..w m ,. „m. ;❑Not Applicable ,. .. ...., -..._ ... 404.1.1 Fuel _.�...,,.....� ... ... gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not 3 , ❑Not Observable ❑Not Applicable _ ... r.__ ..,.., ...,,._ ...,. _ .......,,. �,.a, »„ .ak _._,_..,, ._. ­.................... .......... 401.3 Compliance certificate posted. ElComplies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable �` .. 1 High Impact(Tier 1) 2 Medium Impact IT 2) 3 Low Impact(Tier 3) Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 9 of 10 linai . spection Provisions pians"verified �...� ..me_ Contptesf orw�rx�ents/a µss��mprtla .._�. Iwiel�f`geriflri ire value Iai�re ras ............... 3013 Manufacturer manuals for ElComplies [FI1814 mechanical and water heating ElDoes Not systems have been provided. []Not Observable EINot Applicable Additional Comments/Assumptions: 1vhligh impact(Tier 1)p .]aMedlum Impact(Tier 2... low Impact(Tier 3)�...... Project Title: Cimino Residence Report date: 05/12/22 Data filename: Page 10 of10 2018 IECC Energy Effidency Certificate Above-Grade Wall 25.00 Below-Grade Wall 15.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): EMMEMENSOMEME= Window 0.25 0.40 Door 0.25 0.40 ME Heating System: Cooling Systeme Water Heater:_ Name: Date: Comments !?U mosso4-7q 8-r SITE PLAN HATCH KEY: ® PROPOSED BUILDING ADDITION ° .. 4 O ~ O ® PROPOSED PATIO/DECK ADDITIONS W � N ® PROPOSED 2ND STORY J W a- d � � z (o/d / o Z Lo PRO E T ��0FE : 00 00 0 -1111 ,1111 PROJECT LOCATION &SCOPE m - RENOVATION OF 2 STORY D1�lELLINO SITE PLAN & ZONING DATA D - 2-STORY ADDITIONS z , Lu fi�ROfi�OS Lu D GONG. FATIO/DECK Q o ; o0 rj-QQ� ,1111 GENERAL NOTES ENERGY TABLE z co STRUCTURAL DESIGN CHARTS SRO �T DATA : Q Z o (5-Q05,QQ HOLDOWN, ANCHOR BOLT, m J N STRAPPING, Lu m G & NAILING DETAIL 0 0 / o S Lo IIX V-1 o , / \a �.... \ Ln /, \ FASTENING SCHEDULE 0 \ o ° 006, \., ry �ry o,, I , \: , . >. / ��` 0♦ TAX NAP # 1000-80-2-25 .®® FRAMING GRAPHICS BEAM CONNECTION PATTERNS ZONIN,5 DISTRICT R-40 NG / - '�' ♦ � FIREBLOCKING DETAILS � LOT AREA O.ba ACRES Gofo - PRIVATE I FAMILY ZIOIb2; 10/6/11180 - Q ,1111 PROPOSED DEMOLITION PLANS W j EXIST. ♦` DwELi..INo / ORGE ♦ CofG - ADDITION TO DWELLING Z204'7a; 12/15/111112 = J / (�' LENGE \♦ VAR1 ANGE APPROVAL 46545; 11/17/2021 � -'� �- ( 02 .00 FEMA, FLOOD ZONE x PROPOSED DEMOLITION PLANS \ / Z .� \ SUFFOLK COUNTY HD APPROVAL R-20-1250 6 _ + / _ �CF:mre�mte' z` iii O LL-1 \♦ J"r \�\\\ 7,777 HABI".ABLE SPADE EXISTING PROPOSED A- 105.00 PROPOSED FOUNDATION PLAN! BASETIENT AREA O S.F. 2,3116 S.F. / PROP. PROP• \ \+\+\ FIRST FLOOR AREA 1,402 S.F. 2,576 S.F. 2 STORY DEGK \ SECOND FLOOR AREA I,IlS S.F. 2,424 S.F. / ADDITION + O A-104.00 PROPOSED FIRST FLOOR PLAN / oi� \♦ TOTAL. BEDROOM COUNT 6 5 / / 4 28.2' �- \� - 3 \ �/ ,•. `: .a :<v�. .' Baa>..>.. m 32.1 + .. �•,,,,' „�:.. ��'� �: ,� ��: :� <• \ DRI /E AY \ / EXTE S I ON MOD I I=I ED 2 STORY � ��\ DESG�:IPTION (FOOTPRINT) AREA L07 PROPOSED SECOND FLOOR PLAN N c COVERAGE DWELLING �• � � �`\+♦ \�\L-.� \+` I TOTAL, LOT AREA 211,605.0 S.F. - - - / + EXIST N6 Nc� 2_5TORY DWELLING 1277.0 S.F. 4.345 PROPOSED EXTERIOR ELEVATIONS PROP. 2 STORY O GARAGE 312.0 S.F. 1.1% ✓� / �/ U P �1 m PROP P Y')5ED BUILDING ADDITION 2 42.0 S.F. 646 ,4DDITION / GONG. ♦ I, Rot< _ 2 7• / '� /�// �y \ PROP :� .VsGOVERED GONG. q1� J� I r iii/ / 48 GOYER�D ,J- 2111.0 S.F. 1.0% A-202 .00 PROPOSED EXTERIOR ELEVATIONS PA7I0 \ +�+ PATIO \ �J PROPOSED GONG. DECK 103.0 S.F. 0.34o / �� \/((✓ I 1 /f� I\\&0000 -x-x-X-x-x-x-X-X-X-x-x-x� -x-X-X-x - - -x ♦ �� �_ v� L 25 O �/_ 4 PENCE ` TOTAL. AREA OF ALL STRUCTURES 4225.0 S.F. 14.5% // I 23 8 / / ♦ O' "MAXIMUM LOT COVERAGE ALLOWED - 20% m BUILDING - PROS- _ I _ _ _1 _ - - K (PRIMP�RY� \ -_- c �J® � .®® NG SECTIONS / E3URI ED i - - - - - - ONT Y P� D SETS ♦ z I�a `off\::\a\ �\ a..:\\ PROP. I \� °:.::. \. �C.�(�ii~;`�?::SE'i"'��� 5`° MAlN. ���1� . �•: „�,...,� �.\�:��\:.� �� / 1000 C�L , . �. ,\�\\\\.�\\... �. 0 PROPANE I I /AA'r _ .., / Tf�NK I / �I REQUIRED EXIST. PROPOSED COMPLIES -�O2 ,1111 BUILDING SECTIONS I r / (PRIMIARY) 40.0' 950.11' 47.5' Y FRONT YARD Lu NATER LINE i ' / (SEGU'NDARY) 25.0' 32.11' 35.7' Y Q DESIGN DETAILS o 15.0' 35.7 35.1' Y -I �--- PROJECT: I RREGUL4 - - - - - - I +�- 2-6�f REAR YARD 50.0' 67.7' 6'7.7' Y R GUR�/E I I I S- Q ,1111 PROPOSED STRUCTURAL PLANS CI M I N O i RENOVATION I NORTH SHORE D ; R I � E - __---- PROPOSED STRUCTURAL PLANS 155 WEST SHORE DRIVE SOUTHOLD, NY, 11971 UTILITY I POLE�� WATER MAIN A� - PROPOSED T S RUCTURAL PLANS DRAWING TITLE: Ria'.. �.R'"� ds, v�•rc` �P'a o-- .+, --t �y&-- i _- s '� Tn-�' r � /, `•'�'�' s< y v�-"�'i,��°,YK�,fi�`, � b;•��j�„�„et,'-:7� �' r f,,-e 3' ;a�'��,•�-�� `�' .'Y.�''�x to -�Qk z �'p ,.� -x ¢ '? ' � I r PROJECT LOCATION & SCOPE ".:'•. ea n:�' ' a W-.e•,'. a.F r-` i `•r.C•�a: '' - .,a; , . *' ,a w ' SITE PLAN & ZONING DATA 1 P v{Xq Atw ="a4`e' `•4 h 4 .la L ✓ U: x > .•` .3'�.Y t P 3 r _ T PLAN l'nV' ;F 1 i.�/ •1 ' :.F.; ,.L:1•.• "ll u "S; `;A ,et45,«•d c.•3w .e%s w..� 0 3 y,"f''� <a d' �1- r - k €a�1 zk 5 F $.tpf _ „' ;Y��`•e,'9 :�Sa 3 > , _ 9• 'M ,,. Yds :` 4 .s f,.xFt. xaq s,t `,-.. z ,:, �, € _ `` *_ f = :_; :. 'n �J- O O PROPOSED STRUCTURAL PLANS SCALE: I - 15 ll �.' r .t y � O :.•W r DE€ii'r$ ef' s �:,4:'a. # �. .r�,+,a. a ,f•o- >ary' ,. ? g�y„rte ,r.,_ 3.�. & d>!a;, •z` ��':aaM,:�•:.,'aw:' S :iS"a<`z:; ,'h,w. i' e:.'y.:',.' R h r r ,,$„g8 SAF, k _'- +�,� 'S i,k -f�,if- k 'd �' 1.' •d�.Y^! t --� •.at:n :P�; 'k PAGE: ft h'3" L.r v ,` Jig','.' s { K J; _ v k a -i ''s '33y.e.�sa. -i. _ -s•�?' p _'.,Y;`.14 „a.'.. .;�,.y'``�' u,�x it'll, 1. ';"`.'.r. =�n s.•ac. DWV WATER SUPPLY RISER / G-001m00 ��.'� � - ,� SER JM � '_ , ,� .� � � �.s �' GAS RI .,'E"' >pA a q t va "rr- t, '}a 8 $x a L„ a "a - sa sx r'� >g yi yL�,`+pe3R'� .,>a , '°Y^:•,: e"`, i§ : t .: sre''� `.°'s }:�»: a .s a '# i' fr a a: ,5t:�.,q�< lz,"� s'�:'y,.pis �r ':xv.�;'..` •« .. .�1:.��>ti k d'. �y "r�., y 5 -.�,,.w �-.f-ww�. .7.; •s °59' ra S.x `k'+, ;�° am - `v' uY, it°tr �'"..� ,�+ a Z a ! 'v ' ' 1 04/28/22 ai•. ',nmi a„' 'i "`' za_ 't:" �, '' Es - '+pa's' DATE: 1 OF 19 ` "J 1� c r ;«fit `..� ';..9.,7..r...;t C 3,; -. a a y 'tri '�. ✓�� e€',> k.�+,�•'�+'��&,.^Ja'u 4 is ' ! Y• dS' 2', - t�''a �'� L uy ��igg,ro � ��2.-, �' ^,� �s' y?� $, %F�' Y � �� � � SITE LAYOUT NOTES: e NARCHITECT'S AN :: I. THI5 ISA SITE PL IS ; , �`3�}' �..'X3 '. f�, �5� �°'`...,".�i.M:,A,.+.•i�}.v.,. t SUBJECT TO VERIFICATION BY A LICENSED ; pq SURVEYOR. THE INFORMATION 15 k As a s uJiF:rt Poj ° rW1. � REPRESENTED ON THIS SITE PLAN IS TO THE i �� ARCHITECTS BEST OF KNOWLEDGE. ��w 1 moi. . �� t,Pr 2. SURVEY INFORMATION WAS OBTAINED .�°�:�`� �� � � � � ,� �F �� �-• � � � '�� µ#t Y`}` a'y.,,d•,' J -:y, ti,' u{ '"�G ye,- 1', 'Y gyp..a. +,E .e z'r �L f'-. .J,� '+ .i" FROM A SURVEY DATED 5/20/20195 .Y.i»SSk-�zw �ib�ib.>a�?.f',. .d {'� ' '#- ': �" '',a.`.{ '* ��- i£h i :�t' � °4a �Et '.:?°S ,g, �,,•� ,�# ( AND PREPARED BY: � . ' .a r- v t r- "'M `"• ,;4'gg, © D KENNETH M. WOYGHUK t " k .. nF�A`4' 1 //� //� //�/)� r ,. 7- n 3 ''r ', d 4;4 ++ s P; "'`s p" - I 1 II G L O L L LAND SURVEYING, PLLG a' ,. r y ' r PO BOX 153 �_ . OF t4E y�� /� BUILDING DEPT. TELEPHONE, N.Y. 12ci LOCATION I'MAP TOIA'N OF SOU T i!,,;Ll' TELEPHONE: (63U 2q5 1555 SCALE: NTS NOTE5 � SPEC f 1 G TI ONS CARPENTRY A55REV I AT I ONS v WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, A>,- MASONRY a I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8"75) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE U5E I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EX15TINO FOUNDATION A5 IT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER Q TOSETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTE-5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK 3EING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. 11 INSULATION a H 0) SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-GONTRAGTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF LW z C) 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. INT. 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INTERIOR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L BLDG. BUILDING K KIPS (1000 LB5) J H rl I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT W PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 5011- TO HAVE MIN. BEAR1'NC CAPACITY OF (1) TON/50. FT.,U.D.N. APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.5 MANUFACTURERS SPECIFICATIONS w 2; IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS � � � Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED O V) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL" I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL J 2 -- PREFABRICATED WOOD I-JOISTS, 5TRUGTURAL COMP051TE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL I- L!7 `,S 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS Ix m (:) 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.6. UNTIL 151 TIER OF FRAMING 13 IN PLACE. G.J. CEILING J0I5T NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig58 I O O O Ln m O ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY LION - I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN 11 NYC, BG NEW YORK CITY BUILDING CODE Z It m OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAi-, POCKETS, UTILITIES, ETC. TO BE FILLED 0 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/EF JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, 5UGH AS THE SOLID WITH CONCRETE. GOVT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARGHITEGT/EN61NEBz BEFORE PROGEEDIN6 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE _ ci WITH THE WORK. CRADEMARK SHALL INCLUDE AN EA51LY D15TINOU15HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OCG. OCCUPANCY I-- m 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE 6RADIN6 A6ENGY WHICH COMPLIES WITH THE 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE' TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLE55 APPROVED BY THE ARGHITEGT/ENCINEER. DAYS OF 4p00 P.5.1., U.O.N. J_ 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET [DIM. DIMENSION P. GONG. POURED CONCRETE 00 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS � Cf' Q ON PAGE G-003. GENERALLY,SHEATHING 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. 5LAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE Z 0) m ROOF AND IS OF COX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYL"ENE VAPOZ BARRIER UNDER rl FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN -j 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLA514 ALL JOINTS WHERE SLAB ABUT5 FRAMING. I EA. [ EACH PLYWD. PLYWOOD �it rl O 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4' THICKNESS AND OF GDX GRADE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 ELEV. ELEVATION P.T. PRESSURE TREATED Q Z Rt STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BN:RICK VENEER TO BE AHORED WITH 00RRO51ON RESISTANT TIES - 10. OWNER/BUILDER ARE RE51PON51BLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. N EQUIP. EQUIPMENT REQ'D REQUIRED J � DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL LL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LOGE AND PROVIDE WEEP HOLES, Lo m � APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1` =) Lo AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HE16HT5 AND AT 1.4. STRUCTURAL COMP051TE LUMBER: 51NOLE MEMBERS OR A55EMBLIE5 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I EXT. EXTERIOR RM. ROOM O0 J O PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEA7HIN6. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOV'_ FINISH GRADE. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVI510N OF THE WORK AND IS , ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. 11 FRESH AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE X CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 A5 OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENCINEER. NO FAR FLOOR AREA RATIO BTL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. RESH AIR VENT S.V. -� SMART VENT uj ` F 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE w 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT A1-1- 0-003. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51N5 PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY FF FINISHED FLOOR TBD TO BE DETERMINED WOOD TRUSSES SHALL MEET THE PROV15IONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL '. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FA57ENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS V BROOM CLEAN. NEGE55ARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JO!idTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. [FI RST FLOOR ELEVATION TEMP 61-. TEMPERED GLA55 W CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. F_ 11. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK V 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Z J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE INDIGt�TED, ALL FOUNDATION FOOTINGS ARE TO BEA V J I5. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10 DEEP PROJECTING = ON EACH SIDE OF THE FOUNDATION WALL, FOUND. FOUNDATION IT TOP OF WALL11. AND ORDINANCES. Q GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMEC� BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM C31 SPECIFICATION FOR GYP5UM LATH, OR ASTM 079 CONCRETE SLABS TO HAVE bxb 10/Io WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION Tr TREAD THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 1 SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. „A µ,_ . COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. 11 FRAME TYP. TYPICAL wsn` AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND COND!TION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC, HARDBOARD OF DEEP 4 V-O" BELO^ GRAD. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED I ARCHITEOVENOINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA Al-55.6 HARDBOARD SIDIN6. w , YA,, AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OGGUR5, FIELD FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES IMS,AR1D 6 OUT 5, OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.5 STRUCTURAL PANELS: 6LA55 WINDOWS AND ROOF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL GLASS TO BE INSULA7ED LOW-E, UNLE55 OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD �.�-e,.. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALLzzz INJURY IB OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. 6LA55 DOORS AND WIND0W5 SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN W/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, 50REW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDE:,). ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER 11 WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR 3. ALL SLIDING 6LA55 DOGf25, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, HNOR HANGER ZR � ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLE55 OTHERWI5E NOTED. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS J015T MGMILLIAN 1.9E MIGROLAM HOR. HORIZONTAL --� PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E 6-P LAM 1.8.2. ORIENTED-5TRAND BOARD (0515), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL DE INSTALLED IN STRICT ACCORDANCE WITH PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S 5PECIFICATION5. I5. ALL MATERIALS, A55EMBLIE5, AND METHOD CONSTRUCTION ISTRUCTURALA. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ` BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,, FRAMING, NAILING, PLACING 5. ALL WINDOWS TO BE CAUL KED AND SEALED AS PER NEW YORK STATE -- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. SPEO.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. I ( TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR I T I ® cF T T I o I `�I� RE O l� I R I `�I �T� APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRANIN55 22• I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR �, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF GLAS�: UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. - AUTHORIZATION OF THE ARGHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 1. ALL EXTERIOR DOORS AFE TO BE WEATHERED STRIPPED AND PROVIDE ALL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE SCREENS,- AND 1-+A'zDNARE N"CE55ARY FOR PROPER FUNCTION OF SUCH UNITS. PROPOSED DESIGN GODS PRESCRIPTIVE VALUE $ NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID 5AWN RAFTERS SHALL EVALUATION REPORT. COMPONENT COMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LA55 I5 TO BE FR= OF SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE C17ATION (PER 2020 NYSECC(:',) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE 6UARANTr.`=D iB TH,v' MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXI5TIN6 WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 9. ALL WINDOWS TO BE A1�1 _SEIJ. IF CONTRACTOR 15 TO SUBSTITUTE WITH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 MAX. U-VALUE = 0.32 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFAC-1-URER, IT 15 THE RESI-ON51BILITY OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S CONTRACTOR TO VERIFY Th, -T THE CHARACTERISTICS OF THE WINDOW MATCH AIR LEAKAGE = 0.50 GFM/5F 1.5.5. STRUCTURAL PANEL SIDIN6 STRUCTURAL PANEL SIDIN6 USED IN PER R402.4.3 $ TABLE R402.1.4 - CLIMATE ZONE 4 SPEC,17ICATIONS, UNLE55 NOTED OTHERWISE. THE CHARACTERISTICS OF 7 i:: ANDERSEN WINDOW SPECIFIED. THE 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. GHARAGTERISTIGS ARE AS r'OLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ONE-THIRD OF THE 5TUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOGKIN6 A5 PER NEW YORK AGGE551BILITY STANDARDS. ,(PS- 1) THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, _161-17 AREA, VENT AREA, AND EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED R.EQUIREMi-'VTS. GEILIN6 R-VALUE R-4a SPRAY FOAM INSULATION MIN. R-VALUE = 4a 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 7 THICK (R=-T/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE R-14 SPRAY FOAM INSULATION GOPYRIOHT PROTECTION ACT OF 1990 (ANOPA), WHICHNOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED 6LA55. EXTERIOR (2"xV9 WOOD 2" THICK (R=7/INCH) 4 R-II BATT MIN. R-VALUE = 20 (CAVITY) YES CODES AND REFERENCE STANDARD: 25. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. II. EXTERIOR GLA�INC SHAL BE PROTECTED FROM WINDBORNE DEBRIS. FRAME WALL R-VALUE INSULATION = R-25 PER TABLE R402.1.2 - CLIMATE ZONE 4 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PACE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: 5OLT5 SHALL COMPLY WITH ANSI/ASME B 15.2.1 5GUARE AND GLAZED OF'ENIN6 PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE - NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK HEX BOLTS AND SCREWS (INCH SERIES). M1551LE TE�9T OF A5TM Elq,Fb AND ASTM EI556 AS MODIFIED BY 2020 NYS, BG N SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING MIN R-VALUE - 19 SECTION 301.2.1.2"i. EARACE: DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-30 BATT INSULATION Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5PECIFIOATION5 ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING PER TABLE R402.1.2 - CLIMATE ZONE 4 YES SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF ANA PROVED IMPACT-RESISTANT STANDARD OR 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEC.'S). ASME 15152.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN51/DASMA IIS. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. A5 AN ALTERNATVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR MIN. R-VALUE = 15 (CAVITY) AT INTERIOR OF WALL YES, v CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER A550CIATION 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THIGKNE55 OF NO- LE55 THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (C) (AF4PA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN BE PERMITTED AS 6-AZIN6 'ROTECTION. PANELS SHALL BE PRECUT AND WOOD P05TING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING STH TH ATT THE OPENING. PANELS SHALL BE TO STATEMENT: PREDRILLED AND SECURED I^IITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN PLUMBING CODE. WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. Iw_ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 83012.12. ATTACHMENT AND THE SHALL H PERMANENT MECHANICAL CODE AND 2020 NEW YORK STATE FUEL CAS CODE. P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUGTURAL QUALITY, CORROSION-RESISThNT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED Q ON THE BUILDING. 0 WIDE 3 COUR5E5 OF 50LIM BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR P05T!N6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY PLUMBING CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANCHORS MAKING AN"ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'5 I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DW) IPROJECT: CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. SYSTEMS TO NY5 PLJM51NO CODE AND NYS DEC REOULATION5. U.O.N. WITH TOP CAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1661 STANDARD )?' C I M I N 0 w/ b RISE 4 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE05SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2• PROVIDE HOT AND GOLD 5H. OFF VALVES AT ALL FIXTURES. SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIF'IN6 TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA RENOVATION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51DENTIAL ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENT5 OF THE 60VERNIN6 BUILDING CODE AND AT BASE OF VERTICAL WA5TE PIPES. CONSTRUCTION;5STD 10-99 AND 2015 550 HIGH WIND EDITION WOOD FRAME I. ALL SLOPED ROOFING 5HINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE CONSTRUCTION SHINGLES OR APPROVED EQUAL. 4. USE 4 CAST IRON THROU5H FOUNDATION WALL AND PITCHED AT I/8 PER GROUND SNOW LOAD 25 L55 I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALL5, MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWI5E 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B ISb.I NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 5. GENERAL TRAP AVD WAS' E SIZES A5 FOLLOWS, UNLE55 OTHERWISE NOTED: BASIC, WIND SPEED 130 MPH 2. APPROVED CONNECTORS, ANCHORS AND OTHER: FA5TENIN6 DEVICES NOT AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOODSGREws (INCH SERIES). - DISH WA5HER.........................................2" 155 WEST SHORE DRIVE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL LINE. # 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CONNECTIONS: - KITCHEN SINK......................................2" BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. - LAV/',TORY..............................................2" EXPOSURE CATEGORY B SOUTHOLD, NY, 11971 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF - 5HOWER/TUB.........................................2" 3. METAL PLATES, CONNECTORS, 50REWS, BSUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. BOLTS AND NAILS EXPOSED CONSTRUCTION. I. ALL MECHANICAL GAN SPECIFIED "SIMP50N" MAY BE - TOILET.................",....................................3" SEISMIC DE51ON CATEGORY B DUCT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - LAUNDRY ................................................2" AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - FL002 DRAIN..........................................3" WEATHERING SEVERE DRAWING TITLE: 4. WHERE WINDSPECIFICATIONS.WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL BY SIMP50N' MANUFACTURER. b. ALL SYSTEMS '.O HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" GENERAL NOTES 5HEATHIN6 AND SIDIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. NAILING OF ROOFING SHALL BE TO GORE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES THROU6H ROOF. FR05T LINE DEPTH 3'-0" ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6. CORTR�O551ON RESISTANT II CAGE ROOFING NAILS AND 16 6A6E STAPLES ARE pRAROVIDEKS FROST-PROOF "OSE READ. HGSE BIBS SHALL EASILY ACCESSIBLE DED WBACKFLOW TERMITE MODERATE TO HEAVY STRUCTURAL DESIGN CHARTS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY STRUCTURAL DESION LOADS LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING PR07EC.TION. ICE BARRIER REQUIRED YE5 RAFTERS EXCEPT WHERE COLLAR TIE5 OF 1"xb"OR 2"x4" LUMBER 15 1. PROVIDE (2) LAYERS OF I5# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2:12 PITCHES TO 4:12 PITCHES 5. HASTE FROM CLOTHES k'1­\5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED USE LIVE LOAD DEAD LOAD 8 5, INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER RAFTERS. WITHBACK FLOW PROTECTION. � �l ] . ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 9 CH RAFTER BEARING. THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. . THE WATER SUPPLY AND _ TABLE R3OI.�SANITARY SYSTEM SHALL COMPLY WITH LOCAL EXTERIOR BALCONIES 40 psf 15 psf HEATH DEPARTMENT STANI"ARDS AND REGULATIONS. 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY GYPSUM WALL BOARD 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 16" WITHIN 4' OF EXTERIOR CORNERS. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND IN5PEGTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR DECKS 40 psf 15 psf G-002w00 COMPOUND METHOD. TO CONGEALMENT OF PLUMF_�INO. 5. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED 1. VARIATIONS IN CONNECTOR GONFICURATION SHALL BE APPROVED BY ALLOWABLE PA55ANGER VEHICLE GARAGES 50 sf A5 PER PLAN TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 2. ALL GYPSUM BOARD SHALL 15E I/2" ON WALLS AND GEILIN6, UNLE55 ARCHITECT 11. NOTCHING AND BORING 07 STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. STRUCTURAL MEMBER DEFLECTION p OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERENO NOTCHING AND B0RIN6 OF 5TRUCTURAL MEMBERS SHALL BE PERMITTED PROVIDED WITHIN b TO 12 INGHANGEERR SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED HE5 OF EACH END OF EACH PLATE. ANCHOR DEEMED APPLICABLE. 8. ALL SSPECIFIED ASA SIMPSON TOP MOUNTED BEAM NOR ANY POTEN7AL DAMAERAF IE THEREOF. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf HBE HAVING SLOPES GREATER THEN 3/12 DATE: 04/28/22 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONGRETE/MA50NRY L/1502 OF 19 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 W AND ALL5 BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. MEGHANIGAL, FUE_ GAS: IN/ NO FINISHED CEILING ATTACHED TO RAFTERS ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING ELECTRICAL: I. NEGHANIGAL AND FUEL G.=.S SYSTEMS SHALL COMPLY w/THE INTERIOR HALLS 4 PARTITIONS H/150 ROOMS OTHER THAN SLEEPING ROOMS 40sf 15 psf INSULATION EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM NY5 MECHANICAL GORE ANC) FUEL 6A5 CODE p p I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED CONCRETE PANELS OF 5/5" THI0KNE55 MINIMUM. TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE �wD � , FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ENERGY CONSERVATION CONSTRUCTION CODE. FLOORS 4 PLASTERED CEILINGS 1-/360 5LEEPIN6 ROOMS 30 psf 15 psf \. `l W 3` FOIL TO BE PLACED TOWARD WARM SIDE. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, IRLES,CORNERS, AND EDOE5 SHALL BE 0 ei TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ALL OTHER STRUCTURAL MEMBERS L/240 5TAIR5 40 psf 15 psf iY '�` i. COMPLETION OF WORK. P p 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. � ;,�' HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 GUARDRAILS AND HANDRAIL5 200 psf 15 psf CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOUNDATION WATERPROOFING. ALL OPENINGS. - GENERALLY,VERIFY OR PROVIDE HARD WIRED ` , SMOKE DETECTORS w/BATTERY BACK-UP IN: (nom I�� �. 3. GENERALLY, UNLESS NOTED OTHERWI5E, INSULATE A5 FOLLOWS: 6. FASTEN 6YP5UM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-003. EXTERIOR WALL5 - WIND LOADS W/BRITTLE FIN15HF-5 L/240 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf I2 psf FOR ATTIC �J ' I ('�� � - 9" R-30 FOR FLAT GEILIN65 A. EACH 5LEEPIN6 ROOM p I5 psf FOR CATH. �'' "k EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES 1-/120 �)'f�o - - - 5,25" -15 FOR FOR VAULTED AND CATHEDRAL GEILIN65 B. OUTSIDE OF EACH SEPARATE SLEEPING 11 Il - 3.5' R-13 FOR 2x4 WALL CONSTRUCTION AREA IN THE IMMEDIATE VICINITY OF � - 525" R-21 FOR 2"x6" WALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) ALL STRUCTURAL DE516N CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25' R-21 FOR FLOORS A50E 'T-10 (MINIMUM DEVON LOADS FOR BUILDIN05 AND OTHER STRUCTURES) G. EVERY LEVEL OF DWELLING (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) Ol�DOI�lN DETAILS TYF 1 �AL< NA I L I NO/STRAF�F I N(5 RE0U 1 R1eMENTS FOR 0 FASTENING SCHEDULE ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UF'Ls I FT/ SHEAR, LATERAL= N I NL/ REj I STAN(E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p ?° a) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, W Z J vqALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUi�/ALENT - 052AND ROUGH OPENING FRAMING REQUIREMENTS)0 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *U5E IOd NAILS IF STRAPPING, 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 Q !` W ?; DOWN �A' HOEDOWN ��� FASTENER SPEC. FASTENER F- Z HOE CONNECTION A NA L_ I NC ORID DESCRIPTION AND QUANTITY SPACING _ z J :. 1— J FOR NEW 8 EXIST. FOUNDATIONS ROOF 4 CEILING FRAMING 11,- L � Iry 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O ENDWALL COMMON NAIL w/o PREBORED HOLES. 0 O O ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0- '� Ln � (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDC,E �° 2 2.WOOD 15 A55UMED TO BE Dr,#2 d BTR. IN DRY USE Z '� m HEIGHT STUD HEIGHT STUD CONNECTED TO R.R. y SERVICE CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 J015T TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O TRANSFER SHEAR "SIMPSON" HP05 FOR STRAP - 3 8 d COMMON �ry ' . ' . ' . ' . HOLES,SETIVENT KEN INITIAL MEMBER INSTALLATIOW PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP I=- it HOLDOWN ANCHOR a 2-Ibd COMMON . . • Z 2-16d COMMON NAILS ® EA. END OF STRAP. • • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP Q NAILS ® 6" O.G. 6 LOCATIONS NOTED NAILS ® 6 O.G. d / � 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED V,J NA O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED 1��1 CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J G.TIES '� • • 5.SEE SECTION 6 FOR ANY REQT TO GLINGk THE NAILS(TO J 00 CORNER F05T TIGHTLY BOND THE END OF THE NAIL To A 110° ANGLE,SEE ROOF SPANS OF 24 OR GREATER, 6RAPHIG BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE USE 4 8 d COMMON NAILS a Z 0) (fl "SIMPSON" HVG5 ri6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY rI HOLOOWN ANCHOR ® EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS E 5PIKE5 t TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J ') LOCATIONS NOTED ° SLOPES OF 5:12 AND GREATER. ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END z Z 4 CONNECTION 81 1$ 52 u- J cV AT RAFTER TO TOP PLATE TO STUD Lf_ Co HOLDOWN INSTALLATION OPTIONS: CONNECTION: HALL FP.AMING Ln � I` =) Ln FOR NEW P. GONG. FOUND.', ° FOR STRAP - 3 8 d COMMON NAILS a E32 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON ' PER FOOT O0 J O HOEDOWN CAST IN PLACE w/ /8"m THREADED ROD • • EA. END OF STRAP: WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE seE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.', • • NOTE ! • • 7/b"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ----I 5 I MAX. �dAILING GRID ABOVE UTILIZE STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.C. W ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT I SIMPSON # H2A (OR EQUAL) RAFTER TIE it(HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES _u FOR TOENAII_INC - 5 8 d COMMON NAILS F- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD U USE W SAME FOR G.J. TO R.R. - Q I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN CONNECTION 2-Ibd COMMON 12 PER FOOT = w/-I/a"�P THREADED ROD REGriJIREMENTS FOR RAISED G.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) APPLICABLE) FLOOR FRAMING HOEDOWN 'G' HOEDD _� 6_ OWN � � _1c COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS U ;• J Q FOR FOEXIST. I\ FOR NEWLY POURED GONNEGTION GI l$ G2 * JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATION a ONE STORY ONLY \•. (3) 2x FULL ENDWALL BRID61NO TO JOIST (TOE-NAIL) 2-6d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END j} TRANSFER SHEAR SIMPSON HDQS (3) 2x FULL �. � AT STUD TO FLOOR ASSEMBLY GZ TO STUD CONNECTION: BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD « :` TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK R LOCATIONS NOTED -1-1771NAILS a 6" O.G. 4 ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS a EA. END OF STRAP b' JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER 11015T c. FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G M N BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T NAILS ® " O.G. BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT 4 • '`~ . ROOF SHEATH I NO • STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST DI4RJ CONNECTION DI I$ D2 PERIMETER EDGE ZONE s ad COMMON b" EDGE /6" FIELD BLOCKING HOLDOWN INSTALLATION OPTIONS: o EA.BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO Q" RAKE OVFRHAN& FOR NEW P. GONG. FOUND.'s ��,�..-~""•� HOLDOWN CAST IN PLACE w/Va"O THREADED ROD * ; « AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST P GONG OR NEWLY GURRED FOUND', • — -7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO P_.4TE(S) GNNEGTION: D2 CONCRETE w/ "51MP50N" SET (HIGH 5TRENOTH EPDXY J 1 :1 MIN. ADHESIVE), k FOR TEMP.', O°F-40°F USE "SIMPSON" AT I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD CORNER FOR 5TRAF - 3 8 d COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE SPECIFIEDON DI * p END OF ST�'AP (WRAP STRAP UNDER SILL PL.) HALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYR FOUND. NOTE i a ° FOR EA. PLATE TO STUD ABOVE s OR BELOW - FILL TOP 2 COURSES SOLID B CAST IN PLACE O DO _2 _16_ d COMMON NAILS kr ySTRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD w/'7/5"(P THREADED ROD ° ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/0) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR GO?�NEGTION w/ # LPT4 SIMPSON (OR Sd NAILS O EA.END z N A I L- I N C/S TRA F F I N O@ N 1 N D ON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® P_ATFORM TO SILL PLATES OF EA.STRAP TO W EA.JOI5T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE SIMP50N H2.5A) O U NOTATION: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.71,P. laq) CONNECTION E - ..- STRUCTURAL PANELS: B - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOOR-5) (2015 WFGM,TABLE 3.238,P. 2111) I" E LE R 10 COMMON b" EDGE / 12" FIELD w G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(2015 WFGM, TABLE 3.230,P. 2q2; GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE A5 PER TABLE 3.23D,P. 2113) « D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE I - NAILING REGUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D (201a WFGM,TABLE 3.1,P. 1511) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING 15 REDUCED. Q E - NUMBER OF JACK STUDS a EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P.255) FOR EXAMPLE, IF WALL 5HEATHIN6 IS NAILED 3" O.G. AT THE PANEL EDGE: TO OBTAIN HIGHER F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. SIDE ° ° PLATES) CONNECTION G SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 51HALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. 1411) ° ° <4 SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. °a 2 - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B ° ° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FOR STRAP - 3 8 d COMMON NAILS a EA. S - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B �1 °e END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REG2UIREMENTS SHALL BE C I 1�/�1 I N O ° a F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 4. FOR EA. PLATE TO STUD ABOVE R OR BELOW - USED. RENOVATION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _16_ d COMMON NAILS NOTATION ROUGH A B G D E F 6 oPNG 155 WEST SHORE DRIVE 2'-0" 2 1 1 1 I 1 SOUTHOLD, NY, 11971 4'-0" 4 1 2 2 2 2 SFL I C I NCS OF TOF FLATL. OABLE ENDNALL • - PROVIDE (2) 2"x10" HDR (MIND U.O.N. 6'-0" 5 I 3 3 3 3 BRAGINO/STRAEFINO DRAWING TITLE: , (B) - REQUIRES SILL PLATES OF 2 x95 (MIN) TOP PLATE BLOCKING 2 FOR RAKES 12"OR LESS PROVIDE WN, ANCHOR BOLT, '7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING• 12"O.G. LENGTH FOR WIND - EXPOSURES B4C - FOR WIND - EXPOSURES 54 C, - 4'-0' O.C. To AGHEIVE RAKE o.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE 5TORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLIGE"-''' BUILDIN5 MINIMUM SPLICE'''` DIMEN51ON (FT.) LENGTH (FT.) D!1,AEN51ON (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END 12'-0 " V-011/2'-b" 12'-O" 3'-O" of EA.STRAP ANCHOR E3OL_T SF'EG 1 F 1 OAT 1 ONS I6'-0" 4'-O" ATTIC _®®3 ■ 20'-0" 41-0"/5'-o" 20'-0" 5'-0" — b"-12" SPECIFICATION (20195 W .2 FGM TABLES 3A 6 3.28, P. 15'7-160) BLOCKING 2 HSY CORNER � gq�� 24'=0" 4'-0"/5=0" 24'-O" b'-O" BACK ® 4'-0" O.C. CONDITION FOR ALL STRUCTURES: 5/8"O ANCHOR BOLTS ® 3�",O.G. DATE: /28/22 3 OF 19 2! P JL 32'-0" b'-O" SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N5v 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 401-011 al-011/101-011 40-O III-Oil 1. MIN. T' EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS W 3" SQUARE WASHERS AND END NUT SETUP; BACK• 4'-0" O.C. ��� END „ ,I ,1 T CONDITION ” N TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 101-011/12'-6 501-01, 13-O M. f 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. � FILLTYP.STRAP w/(3) �a iv TOP TWO COURSES 50LID - - - - ad NAILS EA.END ,— 5.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT WALL 60-O IZ O /15 O bo O I b O OF EA. STRAP HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT _ y 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; „ FIRST FLOOR * O PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHT5 MULTIPLY THE ABOVE '701-0" 141-01170-o Iq-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), N- 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" � 12" � �� � �� � �� � �� ao-o Ib-o So-0 22-o FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL- 1.125 7. (SEE DIAGRAM TO LEFT) IO'KALL- 125 BLOCKING 2 BAYS QAC 11'WALL- 1.5'15 „ 12'WALL- L5 THIS COLUMN w/MULTIPLIER BACK m 4-O O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR IO'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-Uig ORDERS, 51 OR MORE SUFFORTS (THAT EXCEED FRAMING 5TANDARD5, IT 15 REOV FOR FRAMER TO HAVE A F I REELOGK I NC FOR FLATFORI" V400D FRAM I NC a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULEQ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6ASSEMBLY REQUIREMENTS: (EOR ENGINEERED LUMBER [ie. WOOD I-JO I STS] SEE MANU. SPEO.'s FOR ADDITIONAL INFO.) F= 4 1/4 OF A WHEN(5 RDERS MADE UP OF JOISTS NAILED Lu ° = N CONNECTION ION r_ PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BERING WALL THREE OR MOIRE 5UPPORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J vi MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS a 12"O.G. THE SPAN LEN15TH FROM AN INTERMEDIATE Q W � 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T STUDS STUD B 0)ROWS IOd NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. F Z 5UBFLOOR >„ THAN ONE 1'HiF:D THE TOTAL NUMBER, ARE TO BE Z (2)ROW5 I/2" m BOLTS 0 12"O.G.5TA66ERED; JOINTED O'4 THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 5UBFLOOR G TWO-PIECE J SOLE PLATE DBL.eR ENDS PLATE SERVE AS FIRESTOPPIN6. J BUILT UP GIRDER P MAX.32° NAILING SOLE PLATE D (2)ROWS 1/2" 0 BOLTS m I6"O.G. TWO-PIECE G!iRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE LO SIDE: WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. � E (2)ROWS I/2" 0 BOLTS e 24"O.G. Q 0 BETWEEN 1/6 EACH PIECE, C>THERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0' LO w F (2)ROWS 5-5/8'TRU55LOGK SCREWS a 12"O.G. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR of NONCOM-BUSTIBLE FILL. >- ° d' m SCREWED ON(I)SIDE OF MEMBER Z LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6 (2)ROWS 5-3/8"TRUSSLOCK SCREWS O 16"O.G. P' 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)51DE of MEMBER JOIST, OTH=R`, 5TA55ERED W/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = 0 H (2)ROWS 5-5/8"TR1r55LOGK 5CREW5 a 24"O.C. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. JOISTSCREWED ON(1)SIDE OF MEMBER Z THREE-PIECE 'i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND L11 MAXIMUM OFFSET J 11(2)ROWS 5"TRU55LOGK SCREWS• 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q J J015T DEPTH, d 5CREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. J OO (2)ROW5 5"TRU55LoCK SGREW5 a Ib"O.G. 4 FIRESTOPPIO AND K PIECE, INGLUD'NG INTERMIDIATE JOINTS, AND w/ THE CI UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER BLOGKIN OTHERS 57AGSERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z PARTITIONS ® 32" O.G. STUD L (2)ROWS 5"TRUSSLOGK SCREWS to 24"O.G. BETl EN I/6 Tj SCREWED ON BOTH SIDE OF MEMBER a V4 OF A THAN 32" BETl�IEEN NAILS IN A HORIZONTAL LINE. J '�"� C) DOUBLE PLATE q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL ., Y r'I � BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRAG I NG P FOUR-PIEG= 61DER5 ARE TO BE A55EMLED AS STRINGER TO SERVE AS FIRE5TOPPIN6. Q Z 4 CANTI LEVERED FLOOR I.I.NOTE. 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOI,4N, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN a"OR SMALLER FOR THE THREE-PIECE GIRDER. IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR m N 4 CONNECTION PATTERN B'WHEN Io"oR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH V- j w STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO Ix l"i OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDE9HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH GABLE END P GIRDERS ARE TO BE SECURELY ANCHORED TO I r- =) u)WHEN THE BOTTOM OTTOOF SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS MASONRY PIERS FIRESTOPPING SHALL NOT BE REQUIRED NAILED TO WOOD POSTS OR 0 < 0 LATERAL BRACE® b'O.G. TRUSS BOLTED TOS"EEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE JOIST , 2) IOd NAILS TRUSS OR LEFT UNFILLED So THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA 1_ I NC FATTERNS FOR SIDE LOADED BEAMS 0e . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION N SHRINKAGE IBLE L OF THE INTERIOR FINISH. PLASTER CEILING ON NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE LJ.I 10) ad -LOCATIONS REQUI 6 IRESTOPPIN6- AS FIRE5TOPPIN5. NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRE5TOPPINS 5TOPPING STOPPING FIRE- FIRE- FA5TENING RECOMMENDATIONS FOR 51DE-LOADED, sroPPING STOPPING SOLE W 4 MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAIL5 a lo"O.G. NAIL BOLTED BOLTED' I _ J K ED TO EA.BRACE VERTICAL k 2 x4'BLDG NAIL V � J 2 ROWS Ibd 6 ROWS Ibd �ROWS Xs' 2 ROWS 2 ROWS BLOCKING Xs" Xs w/(4) IOd NAILS COMMON. COMMON� BOLTS�24' BOLTS BOLTS z."' FIRESTOPPING WHEN e12 O.G. m 12'O.G. O•G•57 ' 012-00. . O b'O.G. GOVCRING 15 APPLIED TO UNDERSIDE OF STUD 20 ga.STRAP '" Q GYPSUM BOA TWO ROWS I2"O.G. THREE ROWS 12O.G. LOCATION I LOCATION 2 LOCATION 3 JOISTS i LOCATION 4 DOUBLE PLATE IN Sd COOLER NAILS® lo"O.G. (10)8d NAIL5 BEAM SELECTION w/ STD. NAILING ° ° ° ° END WALL STUDS AS NOTED IN NOTES -1 4 8 ° ° ° ° ° s NONcoMeusTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS 0 01FIRESTOPPING LOCATION OVER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12"® FIELD FULLY BLOCKEDSOLE of GIRDER i I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 DESIGNED To CARRY THE LOAD SCREWS#6 - 14"TYPE w OR 5 r-IR-STOPPING =. 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWS 6"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT I U5T EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O OVERLAND ROOF $.STAGGER EACH ROW OF FASTENERS BY 12'. 0° 0° 2'SPACE NOT \\ 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. I TO ISE FILLED ® NONCOMBUSTIBLE FIRESTOFFING ATTACHMENT © VALLEY 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX.I INCH THICK BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE SEAMS: u STRAPPING w/ -1.2 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12'OR LESS 4 8d NAILS LOCATION 8 FlaEsroPPING LOCATION q \ o EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS 02"O.G)FOR DEPTHS OF 14",Ib'4 Ib". LOCATION 10 FULL WIDTH 2" BLOGKIN Z O tu E-- C.,ONSTRUC.,T ON DETAILS I$ W IND LOAD FATH (f,'ONNEGT I ON DETAILS TOP PLATE DRILL 2"4) INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL XI5T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU5 LOWER TOE NAILS NOTED CONT.15LOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN G STUDS PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCK IN JOIST HANGE HEADER GENERAL REGZU I REMENT5 FOR GENERAL REQUIREMENTS FOR Z W INSTALLATION OF GL I NGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS WOOD JOIST � MAIN MEMBER i Li.l I��• —�L Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION 1. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, C I M i N 0 I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTIN6, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. 51DE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR 155 WEST SHORE DRIVE DOUBLE JOIST DOUBLE JOTS TOP PLATE SOUTHOLD, NY, 11971 GHIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES w/ 5TRAPPIN6 TO R& SIDES) O PAGE: W W ND R�_aSISTANT CONSTRUCTION CONNECTORS TOP PLATE ® O -moi Ul N GHIM. CHASE ALL � �o v W 0 o CONNECTION LOCA71ON: PART NUMBER: NOTES: G-004m00 o w v RIDGE-TO-RAFT ERS 0520021" APPLY TO EACH PAIR OF RAFTERS �z4 a z Q ® RAFTER-TO- -,LL H� APPLY TO EACH RAFTER DATE: 04/28/22 4OF19 ROOF o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER REQ D BLOCKING J O TO ALIGN w/STRAPPING IQ n- PLATE-TO-WALL STUD C520 © I8" APPLY TO EACH WALL STUD � ® EA. LEVEL ABOVE Nw THE FIRST FL. ® zw X 2ND. FLOOR WALL-TO-IGT. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD DARc�/� ® HEADER-TO-JACK. STUD 0520 ® 12" FLoowcL6. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER. H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END N F � r�, 03740 r IST. FLOOR-UNDER-S!LL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE 9TF — SCE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) OF N`Er'�}' USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOM1ENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5EI ERAL 5)""I " I50L <E'%r :: a 0 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Lu ZO WOOD FRAME (L.G. STL. UJ CN 0 _ WHEN APPLICABLE) -j �ri EXISTINGTO REMAIN r----------------------------------------- -------------------------------------------------------------------------------------7 W rI ---------,--r--T----------------- ------------------------- I Q .y W .:... . NEW FOUNDATION --------------- ------ -- --------------------- ;r NEW WOOD FRAME (L.G. I [-------------------- � I STL. WHEN APPLICABLE) j j I i I 18011LER1 ~ Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL j j L__j I I EXIST. I I EX15T. I x = >_ WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL I I - i - I OIL I I oiL I I I J WHEN APPLICABLE) I I I ) I I 0 P05T FOR b" WALL5), U.O.N. I I I I --------- --------- I I NEW 2-HR FIRE RATED j j I I I I I WOOD FRAME (L.G. 5TL. I (L L0 cr WHEN APPLICABLE) I F-1 I i I Z I I I I I I i I 0 I I I 1 I = --------------- -- - I----------------------------------- -- � I I Z I I I I I a J I I I I I I I J_ 00 0 I I I i I I I i Z0) Cfl rq e1 I i I I I Z 4 I I j I I I I aZT-I LL J N I I I ti LO I I I L- ---------------- 1 --I---� O L--- ----------------� L ---- I �' �� j- I T1 J I I F- — — — — — — — — — 7 I I I I i I W I I I I I I I I L- — — — — — — — — — - I I � I I I 1 PXIST� I I W I I I I �VELy I I f- I I I I I I = J II r-------------- ------------------------------------------------------------J U J I I I -------------- II----------------------------------------- --------� I 11----------------------------------------- -------- i I 1 1 I I DEMOLITION: I I I I DEMOLISH ENTIRE EXISTING FOUNDATION WALLS :.. I i i I AND FOUNDATION ELEMENTS. i I i I I I I I I I I I I I I I I I I I I I I I IL---------------------------------- ----- ---------i I I I ---------------------------------- -----------� F OFOSEI7 FOUNrl )ATION DEMOLITION FLAN SCALE: 1/4" = I'-O" F'-, _--n II 1 ! II -_ - T----�-7 7 ' II I I i t I II I I I I I I I I I I I I it i t I I I II II II I II I I I I I I I I I I I I I II II I H II II II I Z II II II Iuj 1 1 1 1 �L---- ----- L------- -- - - ----------r_ -2---C---7L-------- ---Z-- U I III REFI I I I LE��� 11�= =�----� I H PROJECT: i II I I I I l i L_JI I L -J CIMINO I I ---U I FTS 1 p���\I I I I I ��, RENOVATION I I---L----- i--- 1-1------- LL V----- IIII F-== --- I hIJI L-------------- 155 WEST SHORE DRIVE it I �`� II IIII L------ , , SOUTHOLD, NY, 11971 II --------------- I I -----J I I ------ i DRAWING TITLE: PROPOSED DEMOLITION PLANS L-------------- I I----- i I u ----- w �_--------=T=F-1-7-7- -f--,- hillI L iii I L-LJ_1�T� L---- I --------------------J III I I T—] I II I PAGE: lill I I I I rr-� ,-n I I IA-10J. 00 II I I II \ II I FL I I I I it �� II I I r----�------�------�-------�----�-----�-----z------�------�-----�-----� L------ -J==Sz====T---- N y ---- c ====Sz== =T------a --��---- ------� I DATE: 04/28/22 5 OF 19 f iri hi-� Hill Hill I III III I Hill III I 0 DEMOLITION: Hill I II I DEMOL15H ENTIRE FIR5T FLOOR AND FIRST RSD ARC III 111 I FLOOR ELEMENTS. or P L- ---- ---- ----�---- s Lam- -- --- ---- ---- -J top Z O F N `� PROPOSED FIRST FLOOR DEMOLITION FLAN SCALE: 1/4" = 1'-0" OEI ` ERAL s I �50L ISE I : � ' U --{{ EXISTING TO BE DOLNEW PARTIAL HEIGHT DEMOLISHED Q — —I WOOD FRAME (L.G. 5TL. Z 0 W N WHEN APPLICABLE) J 1H uj EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL F=' -1 Q Ll.l STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATEDMIN. (2) 2x4" 5TRUGTURAL = Z rr rr r WOOD FRAME (L.G. 5TL. ® PO5T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p Lo F- .J P05T FOR 6" WALL5), U.O.N. IX (n 0 NEW 2-HR FIRE RATED O WOOD FRAME (L.G. STL. �- LLLo w WHEN APPLICABLE) �- m Z O H � Z � a W J J 00 Z 0 r-I O Q Z r-I LLWCI Lo w TA r Lo r-I O Lu m ,F U LTJ H U V J cr Q --- --- --_ -- -- ---------- --------- --------------- ----------- --- ----- ------- ------- ----- -----_- ------- ----- ------- --- ----- ----- ----- -- - E a_ ---- C-----� L-----Z--7T-- FE- - ----- - -----� -----. r---- ----TT- rl------ I-1 =--1 T---- -fT T- Ifni t� I III I� r �) Ij jl I II I I j��j Ij jll II i �\� I I I I I ( I I I I I I I LL 1 _J I I n / -n I I I /!�� I I I I 1 1 I I �1 F IT-,\ i II j j 11 I I I J� ------- --I 1 I1 --- ---------� -- ------ ----------------� �- - -- I r---I---1 I Hill IIII I IH Hill p 11 I I I I I J I I IIII U I �--------------------- ------ --------------- �'Ij-----jI I i -----I I I I I I I I �/> I I � T, i If I I I I I ii 7 I I i II I I I L I I I I I rir r�r �\ I I // I I I I I LJ 1 L.1=J�' ------------------J L------------------� I - T-T--1-7--r-T-F7-7-T-r--i-------- - PROJECT: I L---- I I I I I I i I I I I I I I I I ILL -- IIIliJl I I I I i I I I I I I I I I I I i I III I I ---------------------� IIII CIMINO I ------ IT-7 IIII RENOVATION - II I I I II II I I I II IL------1--i------------------------- ----------------1--------El- __ J I L---------------------------------- --------------------------------L------s �------`�------- ------------- ------�------�- J --- 155 WEST SHORE DRIVE SOUTHOLD, NY, 11971 DRAWING TITLE: DEMOLITION: DEMOLISH ENTIRE SECOND FLOOR AND SECOND PROPOSED DEMOLITION PLANS FLOOR ELEMENT5. PAGE: PROPOSED 5EC.,0N1",-) FLOOR F..,�EMOLITION PLAN SCALE: I/4" I'-o" A-1.02m00 DATE: 04/28/22 6 OF 19 D ARCyi4. 0�p * I. OEC, IE AL. 5I, i�50L <Ea �OUND?�TION PLAN NOTES I� `�' T TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: " " STAIR $ RAILING NOTE: NEW FLOOR: a U 24 x24 xl2 DEEP P. GONG. PAD FOO^'IN6 O FLOOR DRAIN: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD O 10 1. ALL NEW STAIRS SHALL HAVE MAX.'1-3/4" RI 14 „ FLAT I �" RIGID INSULATION 17 ~ O EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT $ SILL SEAL AS PER NOTED DETAIL (TYP) " I BETWEEN SLEEPERS 4 O.G.; O W Z O � MIN. 10 Tr - RISERS SHALL BE CLOSED NEW 3 GUARDED FLOOR DRAIN w/3 TRAP 0 - WOOD FRAME (L.G. 5TL. • ANCHOR BOLTS A5 PER PAGE 6-003 2. 42" HIGH GUARDRAIL E SPINDLE SPACING 2.J" PLYWOOD W/LAMINATED FLOOR ON TOP UJ '` O N • P. GONG. FOUND. WALL AS PER DETAIL UPON NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE; 3.NEW LAMINATED FLOOR PER H.O. SELECTION J ri WHEN APPLICABLE) 24"x12" DEEP P. GONG. CONTINUOUS FOOTING ELECTRICAL METER: " • P. GONG. FOOTING A5 PER DETAIL 7 36" HIGH HANDRAIL d SPINDLE SPACING NOT la ( vq - EXISTING TO REMAIN O AS PER NOTED DETAIL (TYP) TO ALLOW PASSAGE OFA 4" 0 SPHERE O INSTALL NEW 200 AMP ELEC. METER AS PER NYS W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR WINDOW NOTE: • B.O. FOOTING 5'-0" BELOW &RADE MIN. 3. &RIPPABLE RAIL AS PER CODE 15 MECH. CODE, d UTILITY CO. STANDARDS Q W 4. RAILING TO BE WOOD 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 5TL. WHEN APPLICABLE) • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN NEW REINFORCED P. GONG. SLAB CASEMENT,DOUBLEHUN6, OR 6LIDIN& (AS NOTED); Z APPLICABLE) O I. NEW 4" THK. P. GONG. SLAB w/b"x6"-10/10 W.N.M. UPON INSTALL AS PER MANU. SPEC.'S. FOR ELECTRICAL PANEL: • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ 2• 4" (MIN) GRAVEL BASE UPON SMOKE DETECTOR / GO DETECTOR NOTES: SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOW5 Iq NEW ELECTRICAL PANEL LOCATION;ALL O Z NEW I-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL 3. b MIL POLY VAPOR BARRIER II INSTALLATION AS PER NYS ELECTRICAL CODE J 2 STOOPS (WHEN APPLICABLE) I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT AND DOORS ON PAGE 6-002 IF CASEMENT J >' WOOD FRAME (L.6. 5TL. P05T FOR 4" WALLS SMOKE /CARBON MONOXIDE COMBINATION DETECTOR WINDOWS - ALL 05MNT WNDW5 SHALL HAVE Y MASON TO ACCOUNT FOR FINISH STONE ON THIN SET DOOR NOTE: LO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) HARD WIRED TO EACH OTHER w/BATTERY BACKUP. STRAIGHT ARM HINGE WHEN PROVIDE (I) NEW 4 TON HYDRONIG AIR HANDLER: O „ 11 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON „ P05T FOR b WALLS), U.O.N. 2.INSTALL ALL AS PER MANU. SPEC,.'5 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE � I. UNITS BY CARRIER OR APPROVED EQUAL O PLANS BY 'JELD-WEN' (OR EQUAL). 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR TILT WASH 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I";UNIT 0 O O NEW 2-HR FIRE RATED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON IN COMPLIANCE WITH LOCAL CODE 3.ALL 6LAZIN6 WITHIN Ib" OF FF TO BE TEMP. &L. LOCATED IN BASEMENT. SEG. FLOOR "ZONE 2";UNIT a LD a WOOD FRAME (L.G. STL. 2 HOLDOWN: PLANS BY 'THERMATRU' (OR EQUAL). 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND LOCATED IN ATTIC. >- d' m WHEN APPLICABLE) O HOLDOWN 'D' AS PER PACE 6-003 5.DOOR TYPE TO SELECT WINDOWS (TYP. FOR ALL) U.O.N. 3.PROVIDE HOT WATER COIL AND CONNECT HOT WATER Z 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR vdALLS NEW EXHAUST FAN SHALL BE INSTALLED WHERE FROM NEW BOILER To NEW COIL. O S. INSTALL AS PER MANU 5PEG.'s 12 VENTILATION 15 NOT MET BY MEANS OF NATURAL EGRESS NOTE: PROVIDE NEW WALL-HUNG 6A5 BOILER: Z 6.PROVIDE (2) 2"xa" HDR.,U.O.N. CIRCULATION THROUGH WINDOWS OR DOORS TO IN COMPLIANCE WITH NEW YORK STATE BUILDING GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE 3O BEAM POCKET (TYP) O I. BY NAVIEN' MODEL #NHB-150 OR APPROVED EQUAL POURED CONCRETE AND STEEL REINFORCEMENT NOTES: '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING OUTDOOR SPACES A5 PER NY5 MECH. CODE SECTION CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 21 a I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ELEMENTS AROUND DOORS (TYP. FOR ALL) U.C.N. 403.3.2.5; INSTALL AS PER MANU. SPECS EORES5 SHALL BE FOLLOWED: 2.MAX 6A5 INPUT: Igqg00 BTUMR;CONNECT TO NEW Z , I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE TEP• 5TL. COL.: FIRE RATED DOOR: PROPANE TANK W DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN6S O SEE NOTED DETAIL AS PER PLAN qA Q J NET CLEAR OPENING........... 5.'i S.F. PROVIDE NEW DOMESTIC WATER HEATER: ..1 m 45-MIN. SELF-CLOSING STEEL DR. I3 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 NET CLEAR HEIGHT............... 24" MINIMUM 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS 22 I. 120 GAL. W.H. BY A.O SMITH OR APPROVED EQUAL Z O 2. IF WATER ENCOUNTERED DURING POURING OF GONG., NET CLEAR WIDTH................. 20" MINIMUM EXCAVATION - � FREEZE PROOF HOSE BIB: r,,,i SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER O5 FASTENED w/MASONRY ANCHORS (PRECISE O EGRESS WINDOW WELL: NEW WATER FILTRATION SYSTEM FOR ENTIRE HOME; i � � O CONFORM TO AGI 306. LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I6 PROVIDE NEW EORE55 WINDOW WELL # COVER BY 23 H.O. TO SELECT BRAND; INSTALL AS PER MANUFT. Z ENCOUNTERED 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / "ROCKWELL;66 SERIES - PER M ;66"WJCS. OR SPECS SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO EQUIVALENT. INSTALL AS PER MAN. SPECS. Q Z c i 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. N 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 519) GORE 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 54'-5y2" 1 V- W Cfl LO Ix T-i 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REQ'D. D _ D D t` = LO 1 rj t N D t (� I W 1 �� (ll 1 .. O Q CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 2 I r•I J O NEED TO BE EPDXY COATED PERMITTED WHEN NECESSARY. - - - - - - - - - - - - - - - - - - - - - - -2 - - - - - - - - - - - - - - - - - - - 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 7• FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER SHALL BESTAG6ERED - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. dJ I r t 1 22'-q° •< -I W 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I GL. ( a PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, I MAINFOLD I m COVERA6E5, AND PLUMBNE55 10 S.F. A ' q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ! b. GEMENT SHALL CONFORM To ASTM G-33 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 I I q ttl L - - - - - - - - - - -- - - - - - - - - - - - - - - • L CONCRETE (ASTM G4g4/G4g4M, TYPES G AND E). �- 1 WAt 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL 004 = J 5'-O" AREAS EXCEED ONE SQUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED p I I 4 I I-► r . p Q TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF a00 PSI. In 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 I I ALL NEW WINDOWS SHALL BE ANDERSEN (BLACK FRAME); INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING i I �{6� - - PRTO�X. k-- - z I 10 5TRAPPIN6 DETAILS. *"5EE DOOR SCHEDULE FOR *'" ALL 6LA55 DOORS FROM SAME MANUFACTURER 1 `l >\ \. 6YP5UM WALL I " BOARD AT . .... :.....�. . .�...\... \ O 0 0 GEI IN6 \ EAR n I I �f I I � Ln \Q ' UGH`<0t' !N6\�\�\. WINDOW DIMENSION _ TAO TYPE MODEL # _\\\\\ OPENING TEMPERED 5' ay �,\\�; . Sllay 11 8y 5,_8y I I \ \\ a \. 2,1 2 t3_ 213 2 \.: a WIDTH REQ D: 20" I NEW STORAGE 'ry HEIGHT REQ'D:24" O I I I 46'7 S.F. iDTH `" \ .( r1 WIDTH HEIGHT t 0>. \ OPEN REQ D: 5.'1 S.F. O Z N \ \.,. I I o G .\\ I7 15 A CASEMENT GW245 ;...,::`....,4 3 41_8 �11 41_4 E31 20.�i = I IT :.,<::>• \\ O z 0 I DRAIN , 8 14 . 11'11,.\ .,111.1 :. ,; 0 Al SLOPE q H B CASEMENT GXWI45 :>... � \� \'\ \\ ! .`- ' 2'-III, 41_4 E11 13.2 `�D O I -T_ 5LOPDRAIE N \� I I I ° \\\ � �:,`..\ I_ 11 I_ ° I 4 4 4 11_011 I I 2 G you TW210510 \„ "� o"'° b 2 I I b O 18 _J1RACK 6 - - - - 5-4- - '��\: � I RACK - „ f� I � Jf \J � � ��6 � 1 1, ' \\\\\\ } \\, 2'-q b'-O " 8 1IT EQUI D DOUBLE-HUNG TW28510 2-l0= \\ ? O ( =) �. 001 4 I I , o I 003 r. 1111 \ i - 22 2115= t E DOUBLE-HUNG TW210422'-1141_4 �II -` O I 1"1.5 F I F you TW34510 � .: .-�?: - - F. - - - - - - - ---- - .- - - - - ..... .... ..<\1111\. dnf\ 13 ..: ,. 6 PICTURE '0 .> 4 I I 2 I I - - \��\��„-..,.� �\\�;� . \�.; .�\\���: I I •3TT0"-5'_011 �-- _ _ -_,��...� - __--- -- IS H IFAWNINGAR251 `,. °" 'mm2'-4 j31 11_511 - ;. `. i.`:`1111: `\\\\\ -_a ±i.:: n n t 1 \ H I DOUBLE-HUNG TN210410 ,: ? ` - 21-I I 51-0 18 0 i s ��\�\����\T � i\��\�\\ � d� !i 21_7 �II 21_0 11, .� I ( �ry J AWNING A281 .. .:...:. ..; S -� I \� t 12 13 t- 1111 VENT I I dd p \\ t 3'-5 bl_0I, 2I J K DOUBLE-HUNG TW3451 O \\ ,. ?.: \,\\ ::. 6 N.W q �\ 1111,. 1111 I I5 _ PROVIDE BAT"ROOM TYPE X" Z 1111 \;\\\. °11.11,, H 4E, 5.F. GYPSUM WALL I w :\ , \ 1111. I - BDARD AT L AWNING AP32V \\ = \ 4\ 2-I I 4-O .. ., \\ oo..: \1111. \\`. _ ())D. ,- L \. \ #"\ 1511 = .�---6'-O O GEI INC M PICTURE P5040 =0=NOWAO- \\ -p 2-I I Ib 41-0" //J,}�I( �1 J ool 15 o \ \ . \\:...\o:.,11.11,1111.\\.., tt- 3'-b31 3'-'i" N RESERVED \ :. \\. \\\\. I - L J NEW A w OI NEN I GL. RECREATIONAL O PICTURE CUSTOM " `-J":' " > �„�b, ` 4'-O 2-b _ :\ so S.F. SPACE 8 " 1111 �t I I NEW MEGH. - -4ol �. :. " ,_ 1 ROOM 1,407 S.F.sF P PICTURE P5050 :\.. \.� .:,`O 21-111 2-11 a _ - W _ \ '\` GONG. PADS 210 S.F. j O FOR A/C 21-O I-O11 I NPICTURE CUSTOMCOND. _ \\\:\ 1111:. 6ENERATOR I 8 r - :�� ,� \� ��� I 11 I 11 � PROJECT: R ELLIPTICAL ET6 `:.: + "\\ f -i n` 5-II 4 I -4 � ( ITA GLIDING _.. °'y " T'-II -O I I O I m 5 CUSTOM ?. C>\ - , .. ;. 10 O to ___j CIMINO DOOR i'ol, s\\ \ ° \\\ D\ O' I " -q'-lo" .;1111 12-4 CL_ RENOVATION .. . \ . . 1111 1111 .� 0 .\ \... .��: 11\11 ..\\ �. \1111 �.�..,.> .�\�.� \ \. \\.<> 1111 \\. \ .\\ . . 1111. �. .\ �'. \ .> \1111.. .�\\.\\ ... .. ... 1111. .: \\. . 1111.... .\ `1111..,1111:. :\ �..:... .. \. ....... . \. ..�.>. .\� \,. \\ ...\v ... .. .. 11\\11 .� \ �� �\ \ \. \a..\ \..\ 11. 11 :1111. \.. \.\ ..\ \ \\...a\ 1111 \.. ..\ ... \. 1111 a.\,. \ ..\..o::< .. \ \ ..\ ..,a\ , :::° \ \>. \\ qui+ .. \1111 \..\ \... c \. - - \\ .... ...... . 1111..\\.�... �. .>� \\ �...\.: 2 6_AS WAILL 6 A55 \\\.\. \\ 1 5 L WALL .\m.\ .....\\� . . \... .. ......� ..\. �. .\ 1111 . �\1111.. ��: \1111. .. �\ 1111..,. .. :.x..<.r �\. \� \ � >\ \� •...< .. \.\< \\ \ f< \3 AIL DOOR \ g 7 \` II �� A-401 I I <: FIRE ( CUSTOM 155 WEST SHORE DRIVE TAG DESCRIPTION MANUFACTURER ` \ \\\ `\ ° `` " RATING NOTES 5 ? \ - � , 6LASS3 SM/GO ( SOUTHOLD, NY, 11971 WIDTH HEIGHT , \.\3 \ I I'► I DOOF: > > 45 MIN. RATED - SELF-GLOSIN6 I �1 I 7 w \\ .: ..;.;1;111:.... t c A-401 D .. ... .. 1111 ... 1111 .�, _ . ...::.... ... \1111 ... ,. 1111\... . . 1111.. 1111 ..\1111.. .�. .. .>. \1111 1111. ..... :.... .\ \. . .., ��� D \ \\\\. \. \\ 1111. 0 - .\ \ .. . \ ..<:. .:>. �:�....\. \�.�: I \ DRAWING TITLE: \ \ o\\ \, e \.. �\ 1111 \ .. ... .. \. .. .. \.\ .\\. \1111.>. \.. �. \. � - \\ \\... 1111 .. .. \. ...�...: ...\.\. \. \ 1111 .\\ .>.. .� � \ \\\ \\\... a.\. .. :\\\ 1111... ..\\. .. .. � \ �\1111.\.� \ - \ \\\ \\ \\ \\ N >.\.. <.: 1111 ... \.. . \\ .\. ��. \\ .. ... \1111 \\ ,.\ �... ��. �\ \1111 '�` ,��....-;.. 1111\. .. . 1111 . ... 11.11�.�\ . 1111,\\. \ \ \ 1111... . . \.. t ......,...\1111 . ...\\ »1111 . \ \. `1111.\ \1111. \. \\. \. \\ �. 1111 .. 1111.>. 1111 \\ ... .. \a�....>. .\>.. \� \ \ 1111\ �\ \ .\ \. �. 1111. '� � \. ..\ \\. O .�... .\.. 11\11 o%�� �\ \ Ie .\ .\ \ \. \\: r \ \ \\\ \. 1111 �. \... � 1111.,. \ 1111. ,1111 ..>......,. ... .. \ \. .\.\ \. ..\\ �o. C� ... .. \\\.. \\ ... \...\.. �..\ .\ I - -- --- - 2 m 17 I 2 I PROPOSED>�; �� 0 OSED FOUNDATION PLAN 101 (5) SI NCLE� JELD-WEN :21-011 V-011 r - \.. o 1111 .. \ M.. 1 \\. 1111° .. 77" . - \. I 4 . . I 11 1 II \ o I m - E YM E D W EN 2 6 8 O NEN 102 6 7717'' 7777177 51 NGLE J L \` IS ' � I - - -PROVIDE I 103 (U SINGLE TI-ERMA-TRU 2'-b" 8'-O" \ ► <; + HALF-GLASS = TYPE X e\ N I GYPSUM WALL 17 JELD-NEN 3'-O" 8'-O" `\ `\ a BOARD AT 104 (U 51NOLE� #° \ O I6 I PAGE: \ .\._' :. 1111 N CEILING ; 105 11 I 11 \ ,; • \\ �. `\ :\ O DOUBLE JELD-WEN 31-O b-O \\ \ °,<;,'• B \\ A-103 . \o' FULL-GLASS; 1 8 b 14 L J \\ .. ,' ACTIVE 8 I A-401 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 106 (I) DOUBLE TI-ERMA-TRU b'-O" b'-O" • \ - \, ri ` 00: _ `.: PASSIVE - POCKET \ \\ ,. - 107 (4) JELD-WEN 2-b b-O \. \\ \`@a t. °\\ o I I I D 7 :. \ g� DATE: 04/28/22 7 OF 19 . .. 1111 �\ \>,. . .:` \. :� �: I \ \� � .. .. v v \1111 .:�\\ .. ••��:V`:: \. \ 1111, ...� ^. '. \ ".\'�' :. �.:�\\���\`.�. .�\. .�\.� ....\\ �\.�.. �.....�... .. \ .\. � ��. ��: � - \� \.. \. \ \v@:\1111, \ .\...>..\ 1111. \;a`. � \ .\. \ \..� � �...>:�:.\ .� \\.>. ..\.. .. 1111 .\ ... . ::�.\�. ,\.. \ \ � 1111.�. :`�\ �\ \ .\ ... ... .. ... \\1111 .. . . 1111 .\\ �. .\ D \. �\ .� \\1111` >..\... .\ .. ..�. \.. \ �\\. �. 7 \ 1111. �.\... N \\\ \ �. .._...... \ ...,.. ....•>. :,1111 .. 1111: \. \ 1111 201 (I U SINGLE JELD-WEN 2'-6" Nmm ;` ,d l \\ : \. \`1111 . . 202 (U SINGLE JELD-WEN 2'-1011 15 H IT 15 H JELD-WEN 4'-O" 205 (5) DOUBLE \ a\ I� o� �'► \ 1111 . \� \.�:.. ��: ..\ ...... . . . . ....... .. . ... 1111...: . . �:..:; .. .\.. 1111. .,.>. 1111..;1111...`:\.. \•<` .\\ ..\ 1111 . .......\\ �: 1111: \ ... .. \ .\. .. 1111\: '\. :�c .. ..\ 1111.. .. .\.\ ... .. ...\ .. ..� ,.\ \ \, r � � .. \ \. .. o.. ... . ... \ .. 1111. .. \ x: 111\1 . . .\ ... ... \. \. ..:�.o,c'',": \ \... ... ... \ .. ..\ .. .. .. 1\1.11 .. �....\. :� \. �. \1111 .\..\. \\\\.. � .:�::��.`�i 1111. 1111 \ \. .\. .. \ �• \\\\"1111\ - :,1111 ..\ �. :< .\\�'�•. \\ � • ..\� \\\\tee. \\.\ ... .\ \\•,\, \ E JELD-WEN 2'-6" 71_01, - 001 3 SINCE O 1111:\ ... > . 1111. 2' \\\\ � Q002 () SINGLE JELD-WEN -b7-O 003 (I) 51NGLE� JELD-WEN 3'-O" O 7' HALF-GLASS-O" "'°�r c.` . `\ �► ✓\` fiOfi�051� OU1�11� T1ON 'L1�1 \ \\ \.: \�w SCALE: 1/4" = I'-O" 51NGLE� , 111`1 \ 2,S�C S.F. } AE31TAE3LE SF,�GE; 2,l 1� S.F. OR055 AREA 004 (I) \ ..�: a �\ o` JELD-WEN 2-O '7-O ����' �\\� �� �\��\ .��:,�\�:\ (5E NEIP,AL. FLOOR PLAN NOTES DOORNOTE:EH INTERIOR DOORS WHEN GALLED OUT ON 4 WINDOW NOTE: NEW LAUNDRY ROOM: NEW EXHAUST FAN SHALL BE INSTALLED WHERE Q V NEW PARTIAL HEIGHT O O I. ALL NEW WINDOWS DOORS SHALL BE ANDERSEN b I. NEW WASH /DRY HOOK UP 7 VENTILATION IS NOT MET BY MEANS OF NATURAL 13 FIRE RATING ATTACHED GARAGE �- EXISTING TO BE DEMOLISHED p PLANS BY JELD-WEN (OR EQUAL). O O O WOOD FRAME (L.G. STL. I\ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON CASEMENT, DOUBLEHJNG, OR 6LIDIN6 (AS NOTED); 2.COORDINATE LAUND. ROOM d DOOR DIM.'s CIRCULATION THROUGH WINDOWS OR DOORS To PROVIDE (1) LAYER OF TYPE "X" GYPSUM BOARD AT W Z O INSTALL A5 PER MA.iIU. SPEC.'S. FOR SUBSTITUTIONS, w/51ZE OF EQUIP. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION WALLS AND CEILINGS. WHEN APPLICABLE) PLANS BY 'THERMATRU' (OR EQUAL). LLJ = N EXISTING TO REMAIN 3.DOOR TYPE TO SELECT SEE NOTE #9 ►N "GLASS WINDOWS AND DOORS" ON 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 403.32.3; INSTALL AS PER MANU. SPECS TAPE AND SPACKLE ALL SEAMS J T4 NEW FOUNDATION WALL4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS PAGE 6-002 IF GA_EMENT WINDOWS - ALL CSMNT 0 PROVIDE I HOUR FIRE RATED SEALANT AT ALL I- NEW WOOD FRAME (L.G. WNDWS SHALL HAVE. STRAIGHT ARM HINGE WHEN PENETRATIONS W 5. INSTALL AS PER MANU SPEC.'S 2,IF DOUBLi� HUNG - F,_L DSL. HUNG WNDWS TO BE TILT DRYER EXHAUST NOTE: O NEW ATTIC ACCESS - PULL DOWN STAIR: Q W }: STL. WHEN APPLICABLE) \ I 6.PROVIDE (2) 2"x6" HDR., U.O.N. yyAS}f I. DUET SHALL TERMINATE TO EXTERIOR I. MIN. 350 # CAPACITY \�If 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. � Z 3.ALL GLA._ING WITHI I IS" OF FF TO BE TEMP. 6L. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 14 CONCRETE GARAGE APRON ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. a 22"x30") O (n Z NEW I-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL � 4.SEE PAGE= G-00., Ft)R FRAMING ELEMENTS AROUND OPENINGS PROVIDE CONCRETE APRON IN FRONT OF GARAGE POST FOR 4" WALLS STAIR 4 RAILING NOTE: WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE (2)2"x8" HDR. 3.DUCT SIZE AS PER MANU. 3.DBL. FRAMING WHEN NEW OPENING DOORS -J = WOOD FRAME (L.G. STL. �� �� 2 1. U.O.N. 4.INSTALL AS PER MANU. SPEG.'s . J_ WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL O I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4 RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS MAX 1% INCLINE ON CONCRETE APRON F- J POST FOR b WALLS), U.O.N. E MIN. 10 Tr - RISERS SHALL BE CLOSED S. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN PROVIDE WIRE MESH IN APRON WITH #5 REBAR AT II-- Ln �jc NEW 2-HR FIRE RATED 2. 42" H16H GUARDRAIL d SPINDLE 5PAGIN6 O EGRESS NOTE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FRONT AND REAR OF APRON m O NOT TO ALLOW PASSAGE OF A 4" (p SPHERE; IN COMPLIANCE WITH NEE YORK STATE BUILDING CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q WOOD FRAME (L.G. 5TL. 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT CODE, SECTION R310.2.!;THE FOLLOWING MEANS OF SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 CILLo W_ WHEN APPLICABLE) TO ALLOW PA55A(SE OF A 4" 4) SPHERE EORE55 SHALL BE FO-LOWED: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED >- lie m 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. NEW FLOOR: Z 4. RAILING TO BE WOOD NET CLEAR OPENING.......... 5.7 S.F. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); Q NET CLEAR HEIGHT............ 24" MINIMUM METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 10 N�yy PERIMETER OF SHEATHING 4" D.G. � 12" O.G. NET CLEAR WIDTH................. 20 MINIMUM RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ! O OSMOKE DETECTOR / GO DETECTOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL INTERIOR. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT PROVIDE NEW GAS FIFZEPLAGE UNIT. SCREWS 2.INSTALL RADIANT FLOOR HEAT;WARM BOARD (OR EQ) Z SMOKE /CARBON MONOXIDE COMBINATION DETECTOR MODEL#: FLARE-RC-70 (OR EQUAL);CONNECT AS PER 3.NEW FINISHED FLOOR PER H.O. SELECTION W 5 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q HARD WIRED TO EACH OTHER w/BATT .JERY BACKUP. MANUFACTURER SPECS, PROVIDE ALL NECESSARY LOCATION TO THE WALL OR ROOF TERMINATION. THE PROVIDE (2) NEW 4 TON HYDRONIC AIR HANDLER: NEW TILE FLOOR: 2.INSTALL ALL AS PER MANU. SPEC.'s VENTING THROUGII H ROOF OR GABLE ROOF END; MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 NEW 4"x3" ALUM. DOWNSPOUT (TYP) J m 15 I. UNITS BY "CARRIER" OR APPROVED EQUAL 19 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROVIDED 5" WALL A" R 50VE FIREPLACE ® 2ND FL. FEET FOR EACH 45" BEND AND 5 FEET FOEACH 90" > � O 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I";UNIT I. NEW TILE FINISH (H.O. TO SELECT) UPON IN COMPLIANCE WITH LOCAL CODE LOCATED IN BASEMENT. SEG. FLOOR "ZONE 2..UNIT 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON FIRE RATED DOOR: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Z O (D 3. PROVIDE LEVEL GEMENT LAYER WITH RADIANT TUBING IA NOT INCLUDE THE TRANSITION DUCT. J TA O LOCATED IN ATTIC. 45-MIN. SEL--CLOSING STEEL DR. 12 GUTTER HIGH POINT (TYP) � 3.PROVIDE HOT WATER COIL AND CONNECT HOT WATER 4.J" PLYWOOD 5UBFLOOR (GLUE 8 SCREW);50REW Y FROM NEW BOILER TO NEW COIL. PERIMETER OF 5HEATHIN6 4" O.G. k 12" O.G. ® Z >: 4 INTERIOR. OPROVIDE (2) NEW 4 TON Al, CONDENSERS: D - EfJ , y J N I6 I. UNITS BY "RHEEM" OR APPROVED EQUAL SOUND BARRIER BETWEEN DWELLING UNITS: , p 60'-4" W W (D 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE �O - - O In „ FILL INTERIOR WALLS BETWEEN BEDROOMS AND - ~O = Ln 2' d SECOND FLOOR ZONE 3 BATHROOMS WITH INSULATION TO PROVIDE A SOUND 4 G G 4 D 4 D 3.INSTALL A5 PER 4 MANUFACTURER SPECS Q , 4.INSTALL UPON CONCRETE PAD TRANSMISSION GLASS (STC) FOR AIR-BORNE NOISE OF NOT c�I J O LE55 50 AS MEASURED IN ACCORDANCE WITH A5TM E 90, 4'-8" 8'-6" 6'-3y2" 6'-3y2" 2'-6" AS PER NYS BG 1206.2 NEW REINFORCED P. GONG. SLAB ,I/ 17 I. NEW 6" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2'-3" 2'-b" 3'-V2" 10'-O" 6'-3y2" 7' D NEW GONG. W NEW 8" PERMACA5T COLUMN; MODEL - HB4G - - - - I Q A-401 1 PATIO m IS FIBERGLASS PERMAIA57 COLUMN - RECESSED \ m `� NEW UP 103 S.F. +r+ 4 ELI irm SQUARE (4) RI ® IA lo' PANDA SLIDER W \ x LINE OF EXTDRIOR t 7•ob" r, 103 ; NEH WALL ABOVE - HALLWA J Y d � ' O 3 D j - m RM NEW DW z KITCHEN 5'-6" 5'-6' I �z Q Q ' / IOD j 862 S.F. - I p NEW 2 CAP, ` 17 = RM to O ALL NEW WINDOWS SHALL BE ANDERSEN (BLACK FRAME); INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-003" FOR NAILING 4 / A - w> STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER**7'11 . - - . - - . -j GARAGE iii 23 S.F.sF Q OO = 506 S.F. = I - 7 9 \ ,HA \` .. [ - - - - - - O O \\. \ O .. ... ..,. \\\�, .............\ .:.. . ,... .,,,. �°��'° \•.. ami' ��\ �� - `- - ,..., :�, ` - - - - � cv- I , O O VENT \ ---- -- � I 107 O = O LINE OF - p � ., 1NNI 00 WINDOW DIMENSION CLEAR \ II_111 FOUNDATION 1 1 p • ,.\\;\ .,... TEMPERED WALL BE Ol\ 2 TAG TYPE MODEL # ..:° OPENING \ O L 1O j \.,; WIDTH REOV: 20" I I X SLOPE ` r m Al HEIGHT REQ'D:24" \ LY IEI 101 15LAND WIDTH HEIGHT I \ I _ 7 I Q"� N W NEW _ 9'-4" X 61 „ `� \ OPEN REQ'D: 5.7 S.F. i -D - A CASEMENT CW245 " = # .; 41_8 ,1 4'-4 20A O 4 S.F. BENCH _ in ..\ I O - \\\\C iA D 2'-�" 5'-O" cV 10'-O,I B CASEMENT OXW145 .:.. ;; .; `\. , .> : ....- REF. II o �� .•i;�:. .��\: �a\ , T"- 11 ,_ II '- G DOUBLE-HUNG TW210510 ;\ - ,, b-CJ 2'-11 6 O 18 48" .: i. D DOUBLE-HUNG \? '` :< : \ i C>-\\ 2-�f 6'-O p O / A i TW28510 .:.. 1 .. „ IN 4-I E DOUBLE-HUNG TA21042 \\ 4\ " �\ 2'-11 J" 41-4 i" to . NEW I F DOUBLE-HUNG °°" 23'-O"- ---_.__-. ® BUTLER 5 i � j �.w \ 1 ,1 1 11 I G TW34510 s, i -t?' a^ ? 3-5 5-O 17.5 FI -_. PANTRY t' NET BAR N ��. 8_g ..:,._.�..„�. � S.F. G 7E PICTURE P5030 -t ._, 4-1 I 2-I I I o I Oi 3-II j .\ cV H AWNING - - AR251 21-4 1'-511 cv I a F. N. ��,•••• j3� 1 11 I DOUBLE-HUNG TW210410 \ \\\ ! 101 m v\ ,, - \ �., ,,. \c�N, \ \�v. il,yc;,,. I u 1 u J AWNING A281 .... \\ , \ 2--( 2-O o I NEW DINING O K 7F DOUBLE-HUNG TW34510 4<: z,'.= 3'-5 61-0 21 _ ROOM :. :moo°�:�`° >��,�:% �\����'�' .:�,:. •;\. G 5 F 7L::J \w- MR ` NEW DEN 39q S.F. \ AWNING AP32V ? `.y\ " 2' 11 41_011 =� 2ta s.F. w 77 M PICTURE P3o40 \. '. ,.„ " - - - - - - 0 .0„ :: < .. \ 2-I I 4'-O" 1 O l02 ' o ., c.) <� � ,.,,��� -0., N RESERVED ,:< . \\\ \\\ pie: °�..��.,:. 5., zx o PICTURE CUSTOM \ +»o� ' . ,.:. .,� 4'-O" 21-611 _ m j - , ?` \ o\ P PICTURE �F P3030 ° '';•';;\`°.. 2'-I I Q PICTURE IFCUSTOM °' . .,.' rtl ;gyp 21_011 21_011 .O : : ' o m i . \Ij�= 51-011 3'-611 PROJECT: R ELLIPTICAL ETb \ \, :i 5-II 1'-4 3 x _ \\\:> ;:"111 ; -, \ 102 102 > 102 - O NEW \ 3-o O cr I I FAMILY ROOM = GLIDING \\\: \ _ .• a \` I'-O" 512 S.F. �/� S CUSTOM J,-o ,:•`, ', 10-O -T'-Il I - OPEN TO 1 C I 1 r 1 I N O DOOR NEW ' j ABOVE _ -- I9 BATHROOM I I NEW d� .. S.F. RE O to 105 i q O OIL �t \ „ NOVATION \ .\, \. a. „ . \ . \ \ 4b u Q \ .\ \.,. \. i` b 5.F \ \ \ \ \\. , �... \ \ \. ��.,• \.. >\\ \.a.. \ \ I'm VENT \ \ \\.. \ \ \ \ .. \ \ \�� \ \. �\ \ .� moi.:. \ .. \... .\ \ .. .�. ra\:: .\ \\ -- - -- NEW WALK IN 21 211 w - 7F07 °� --GL-- yr rnDOOR \.,, 4�(, »' >`'. _ NEW D 4 \ °\ \\ O O 305.F. O � � TAG DE50RIP OF \ " FIRE ,- , I soa s.Ff=OYER TION MANUFACTURER ��'� � ���� - °°' �>: NOTES _ _ _ I 155 WEST SHORE DRIVE � \ RATING IO'_o" O 6' o' O D I I SOUTHOLD, NY, 11971 WIDTH HEIGHT `\` \ \ 45 MIN. RATED r z I G \ \\ � VENT INEW WALK-IN� x \ v \y�\\\, L�' \\\.. .\o\; SELF-CLOSING _ _ ,�-3'-O" GL. _ a' �0 ... in - IN D i \, \ \ �. Ick•\ \ \ ? .. \ ur •.\ \ \ \ ,\ I TITLE: .\. \ \ ��. \. NEW - �v` , \. � . . . ..\ . .. . . ,. .� ., .. \. \,,. . : . . ,. . �\\.. ,. � \\. \_ �\\. ��, �.\.... NEW � P 9 PROPOS FLOOR PL 101 3 SINGE D- ( ) L JEL WEN A5OHR00 I ED FIRS AN TF , U I; P A 4_01 4 G G CEILING BREAK 102 (b) 51NOLE JELD-WEN 2-b at-oil • l02 102 lob .... 10- 17 103 I SINGE 2 4 I II 1 0ll „ V O L THERMA-TRU 2'-b" 8'-O" `r ,<���� � .� � I b �� �► � HALF-GLASS 104 (U SINGLE JELD-WEN 3'-O" 8'-O" o\ \, .,£ ,',; ., ' Q m m \c\\,\. . .: \„a:a - - - - -I NEW GOILLAR TIE-- - - - -- - - I - \\\\\\\\\\, ,,..; \ G. ;y\\\\\'�,e"v�' T 4 I NEW COVERED I PAGE: 105 (l) DOUBLE JELD-WENIF 8'-O" \° " '''': + I GONG. PATIO I r O o ,O:: `;, E I i+ 291 S.F. I 1 �, .'.. _ FULL-GLASS; I G 18 p I 18 I I A-104m0o L THERMA-TRU \\u\ BEDRDOM .�� la 106 I DOUBLE 11 ,.• ,.,.: e.•. ..\ �1 O 6-O 8-O r>. ACTIVE 4 1 I 562 S.F. \ \'' \ \ PASSIVE r - - - - - -i NEW COLLAR TIE-- - - - - - 107 (4) POCKET JELD-WEN GAT RAL - - ATE. OF 19 0 /2 \ /22 ;�\�� ,,,� 4 � 18 D 4 8 8 �LC� . ., :.\ ...:...:.:. \\. •.mac ,\\ \...\ _� ��. ..\, i ., ..>... \\.. .. .\.. .. >, ..,.� .,.: ... ,.` \\\\:" .. .. ... ,\. ... ,\\ . .. .. \ ... .. t \..\ - o. NEW 0 LLAR TIE 4 16,1 D 201 (I I) SINGLE JELD-WEN 2'-b" 7'-O" • 2" RE \\ \ 202 (I) SINGLE JELD-WEN 2'-loll 7'-O" \\'i► \\ \\\\ :>\\ 4` 7F :\O, E O eu 511 / 203 (3) DOUBLE JELD-WEN 4'-O" 71_011 \ \; m - -23'_011 ;\ 2 is \: \\ ,. 0 \. \. \ \ \,... \., .\. \ \ \\ \O \ 77 \\... \, \.. \\ ... \a \ \\\\ \ \\ \. \ \, o,. \. \ \ . \ \ ....\... o v \ \\. \\�\ \ a ,\ ,\•\.,, 1, •.\ ...�c. . .. . �� \. .\ \, ate. �•\\�. n , 06 001 (3) SINGLE IFJELD-WEN 21-611 `: oO\:' c\1`\,'.\ �! 23'-l0" qg, 611 "��;?• 037405 0- 002 (I) SINGLE JELD-WEN 11 \ \, - - 2-6 7-O t► . \.\` p 72'-41, 003 (I) SINGLE JELD-WEN II Nh `\\\\ L G ASS ice 'O i�OSI7FIRST LOOL. l�l 004 I SINGLE JELD-WEN 2-0 7-011 «_ " 2,8-7CG S.F. �4�I T,�BL 5 ' tG ; :i,�1-O 15. C�izOSSi� ,4 \O u u \\ .o; /4 - I O (5 E N E A L 5'%r L <E"%r : FLOOR PLAN NOTES DOOR NOTE: WINDOW NOTE: NEW LAUNDRY ROOM: NEW EXHAUST FAN SHALL BE INSTALLED WHERE Q V . 4 b NEW PARTIAL HEIGHT 1INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN O I. NEW WASH /DRY HOOK UP 7 VENTILATION IS NOT MET BY MEANS OF NATURAL 13 FIRE RATING ATTACHED GARAGE F- O � EXISTING TO BE DEMOLISHED PLANS BY JELD-WEN (OR EQUAL). O CIRCULATION THROUGH WINDOWS OR DOOR5 TO PROVIDE (1) LAYER OF TYPE X GYPSUM BOARD AT WOOD FRAME (L.0. 5TL. CASEMENT, DOUBLEHJN6, OR GLIDING (A5 NOTED); 2.COORDINATE LAUND. ROOM d DOOR DIM.'s " 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON W Z O WHEN APPLICABLE) PLANS BY 'rHERMATRU' (OR EQUAL). INSTALL AS PER MANU. SPEG.'5. FOR SUBSTITUTIONS, w/51ZE OF EQUIP. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION WALL5 AND CEILINGS. W N EXISTING TO REMAIN 3.DOOR TYPE TO SELECT SEE NOTE #a IN "6L.4.55 WINDOWS AND DOORS" ON 5.PROVIDE HOOK UPS AS REQS PER MANU. 405.52.5; INSTALL AS PER MANU. SPECS • TAPE AND SPACKLE ALL SEAMS W CN • PROVIDE I HOUR FIRE RATED SEALANT AT ALL H T4 � 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR WALLS PAGE 0-002 IF GA3EMENT WINDOWS - ALL GSMNT PENETRATIONS Q W NEW FOUNDATION WALL 5. INSTALL AS PER MANU SPEG.'s O NEW ATTIC ACCESS - PULL DOWN STAIR: NEW WOOD FRAME (L.G. 2.F DOUBLEAHUNO - A;_L DB HUNG WNDW5 TO BE TILT DRYER EXHAUST NOTE: I. MIN. TTI # GAPAGITY 5TL. WHEN APPLICABLE) b.PROVIDE (2) 2"x8" HDR., U.O.N. NASH I. DUCT SHALL TERMINATE TO EXTERIOR 2.MIN. TO FIT MECH. EQUIP. THROU6Ff OPENING (MIN. m Z 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING 5.ALL 6LAZZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANYSIZE ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. „ „ 14 CONCRETE 6ARA6E APRON NEW I-HR FIRE RATED ® MIN. (2) 2X4 STRUCTURAL � 4.SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND OPENINGS 22 x30) 0 PROVIDE CONCRETE APRON IN FRONT OF GARAGE O � Z WOOD FRAME (L.O. 5TL. P05T FOR 4" WALL5 STAIR B RAILING NOTE: WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE (2)2"x8" HDR. 3.DUCT SIZE AS PER MANU. 5.DBL. FRAMING WHEN NEW OPENING DOORS 'J = >_ WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O2 I. ALL NEW STAIRS SHALL HAVE MAX.-7-3/4" RI U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 4.INSTALL 5. CONSULT S PER OR PNU. SPE LOCATION OF ACCESS MAX 1% WIRE MESH NNCRETE WPI 5 REBAR AT F- _j P05T FOR b WALL5), U.O.N. 4 MIN. 10 Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN APRON NEW 2-HR FIRE RATED 2. 42" HIGH 6UARDRAIL d SPINDLE SPACING EGRE55 NOTE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FRONT AND REAR OF APRON cn O NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; IN COMPLIANCE WITH t:f:W YORK STATE BUILDING CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM O O O WOOD FRAME (L.G. 5TL. 56" HIGH HANDRAIL 4 SPINDLE 5PACIN6 NOT CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF SHALL BE LIMITED TO SINGLE LENOTH5,NOT TO O ALL NEW PLUMBING FIXTURES To COMPLY WITH PG 405 0- � Er WHEN APPLICABLE) TO ALLOW PA55A&E OF A 4" (P SPHERE EGRE55 SHALL BE FOLLOWED: EXCEED 8 FEET AND SHALL BE L15TED AND LABELED �. m 5. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. NEW FLOOR: Z ; 4. RAILING TO BE WOOD NET CLEAR OPENING.......... 5.'1 S.F. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D I. NEW PLYWOOD SUBFLOOR BENEATH (GLUE SCREW); O NET CLEAR HEIGHT............... 24" MINIMUM METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 10 ���.,I PERIMETER OF SHEATHING 4" O.G. E 12" O.G. ® _ O NET CLEAR WIDTH................. 20" MINIMUM RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST OSMOKE DETECTOR / GO DETECTOR NOTES: DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL INTERIOR. H 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT PROVIDE NEW 6A5 FIREPLACE UNIT. 50REN5 2.INSTALL RADIANT FLOOR HEAT;WARM BOARD (OR EQ) Z W SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O MODEL#: FLARE-RG-"1O (OR EQUAL);CONNECT AS PER -i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5.NEW FINISHED FLOOR PER H.O. SELECTION Q PROVIDE (2) NEW 4 TON HYDRONIG AIR HANDLER: NEW TILE FLOOR: HARD WIRED TO EACH OTHER w/BATTERY BACKUP. MANUFACTURER 5PEG5 PROVIDE ALL NECESSARY LOCATION TO THE WALL OR ROOF TERMINATION. THE J 15 I. UNITS BY "CARRIER" OR APPROVED EQUAL 1a 2.INSTALL ALL AS PER MANU. SPEG.'s VENTING THROUGH ROOF OR GABLE ROOF END oo 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1";UNIT I. NEW TILE FINISH (H.O. TO SELECT) UPON MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 it NEW 4"x3" ALUM. DOWNSPOUT (TVP.) Z 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROVIDED 5 WALL A50VE FIREPLACE ® 2ND FL. FEET FOR EACH 45• BEND AND 5 FEET FOR EACH a0" LOCATED IN BASEMENT. SEG. FLOOR "ZONE 2";UNIT IN COMPLIANCE WITH LOCAL CODE LOCATED IN ATTIC. 3.PROVIDE LEVEL GEMENT LAYER WITH RADIANT TUBING FIRE RATED DOOR:- BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 3.PROVIDE HOT WATER COIL AND CONNECT HOT WATER 4.J" PLYWOOD 5U5FLOOR(GLUE d SCREW);SCREW IA NOT INCLUDE THE TRANSITION DUCT. J FROM NEW BOILER TO NEW COIL. PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ® 45-MIN. SELF-CLOSING STEEL DR. 12 GUTTER HIGH POINT (TVP.) O INTERIOR. Z }: 4 OPROVIDE (2) NEW 4 TON A/C CONDENSERS: Q Z I6 I. UNITS BY "RHEEM" OR APPROVED EQUAL E ~ N 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" b "ZONE OO SOUND BARRIER BETWEEN DWELLING UNITS: z U LL W c� FILL INTERIOR WALLS BETWEEN BEDROOMS AND D > p 2" d SECOND FLOOR "ZONE S" BATHROOMS WITH INSULATION TO PROVIDE A SOUND cp i if1 N D Lo w T4 3.INSTALL AS PER MANUFACTURER SPECS TRANSMISSION GLASS (STC) FOR AIR-BORNE NOISE OF NOT FI 4 O 4 F O O O Lo 4.INSTALL UPON CONCRETE PAD LF-55 50 A5 MEASURED IN ACCORDANCE WITH A5TM E q0, ~ 0 J O 60'-4" - AS PER NYS BG 1206.2 IT NEW REINFORCED P. GONG. SLAB 17'-l0" 42'-b" I. NEW b" THK. P. GONG. SLAB w/b"xb"-10/l0 W.W.M. UPON NEW .5" PERMACA5T COLUMN; MODEL - HB40 IT'-o" 18 FIBERGLASS PERMAGA5T COLUMN - RECESSED in VENT a 4 z - > p 4 F 4 F _T V SQ m 6 o LI EW COLLAR TIEt4 TO SOFFIT i 4 F 4 F J IL m H 1 t- 3'-O" 6'-q" b'-a" 5'-6" g'-g W s ;NEW MASTER in 4 F- V = la a( S.F. 2 J U J 12'-1 V2" _ y2 =" NEW COLL R TIE _ 17'-3 raATID�H_Rog w a- CL v NEW LAU RY _ ALL NEW WINDOWS SHALL BE ANDERSEN (BLACK FRAME); INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING & � � d z d � ROO 45 S.F. Q \ 5TRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** z ry V°j v; o bl s.F. 7 \.< . ,. E! I� d�. , ...... .\. .\ < \...... \ \ \.. \ \ O 0 \. \\. \� \.. N 3, \ \. \. \. \.. \ z 3 q 3 6 I ik, -- _ w - = _ \:.. \ \ EGRE55 - _ ��\\\ z_ m ® p NEW � � ROU WO� IG WINDOW DIMENSION CLEAR O b_O I 1 . 1 rn ( m BEDROOM TAG TYPE MODEL # ;y .. \\\ OPENING TEMPERED , 2t5 S.F. - - WIDTH REQ D: 20" c: - \ HEIGHT REOV:24" 202 NEW n IC7; \ WIDTH HEIGHT OPEN REa'D: 5."f S.F. 20l g O 10 <: BEDROOM B M A CASEMENT GW245 >., �' ; \o,a' .` '~5 " ..::<, q,_8 „ ,4E_,4EE 20.Q 246 S.F. B CASEMENTIF GXWI45 ;! 4l,,'5,, " �y" 4'_4 � I 0 NEW WALK-IN . ' ... . ... 2-I I 13.2 I " ( 5M/GO 10 GL. F G DOUBLE-HUNG TW210510 " <` ', �'.. 2'-I IEE b,_0E, 18 10 - I iv D DOUBLE-HUNG TW2851O \�\ 113 \.�\�,.•aIF �y� \\ \? 4..�;s.;�1.::. E �E E „ NEW WALK-IN _ „ - E DOUBLE-HUNG TW21042 \ -I I 4-4 NEW WALK-IN 5M - SM .fir 4- 2 - GL. r - I NEW - - \o.;, _`\ . : ... \ I C.L. "..�.._ `,\:. . :�..a, � 106 S.F. 5�' S.F. " -IF \ �. ',:.....,.,_,. #,:: g - 8 I - . O 1`d_�^! BATHROOM F DOUBLE-HUNG TW34510 B:\. ` w0 3-5 8 5-O 17.5 FI `� - - Iq q ,. NEW cV \\ F I 16 S.F. - i \\ \ ATTIC �.,- - - O 201 O G PICTURE P5050 :,. \. ✓- ? 4-11 2-I I f o I 0 - O Nm :. I�HATGH�I q'-IJV E, 10 S.F. VENT \.\ \\ 6 H - 2 201 203 - AWNING AR251 ,". :.... ., t I "41",77.777777 12 GL. To SOFFIT � I I DOUBLE-HUNG TW210410 ' " \\ '-0 " 2'-II 5'-0 i" 18 J lS" I O I J .: o: \\ e " " '� ' - NEW 'l m AWNING A281 .. . 2 :21-1 2 O p - - - - HALLWAY " 2415.F. K DOUBLE-HUNG TW3 5 O '\' 6'-O „ 21 iv cv it Uj 3 .... \ \: ,,E.. SM GO ;...... S L AWNING AP32V :. .:....,.. . ` :4'-d . " : 2._ 4._O.. T S .: . :\\ :\\`„ \ 4 w i II � I M I 0 SM M PICTURE P3040 ~'=t7 „\\ ',rt3,\ 2'-I I " 4'-O" \ .,, .., I 2-8 I {� I I L) \\. ..,..,:c. ., �D „` ?\\ .\c\\` .\.,y::, 4 - I u NEW N RESERVED \„ ""Al,\\ .., O b-10 \\\\\.,� BEDROOM O PICTURE \\' �� " ... �.... \:. 41-011 ' 3' I 335 S.F. K civ CUSTOM ,.0.< :2- \O\\; 4-O 2-6 Q ry Iq q O P PICTURE `` ..\ ? {R \\:: .: 2'-11 SEE 2'-11 9„ CATHEDRAL 10 F NEW - Q P3030 � � �_.: , 2 m IE: Q PICTURE CUSTOM !\,\� \\; BATHROOM ' I \ �: ..�. � �!-:` E E, E �E Fn as � -O\ 2-O 2-O F I - \ PROJECT: R ELLIPTICAL ET6 b': \ :: \\ ., " .., :` 5'-I I I" I'-4 3i = GLIDING NEW MASTR ® m CI M I NO E "' 5 CUSTOM Its» .. ? .=0 10-O 7-I I _ ® i N O ' DOOR F I BEDROOM I m ry RENOVATION = 538 S.F. \ \. . \ O � i OPEN TO ..a. .\. .. ....\... \:.:..:.. ... \�� ::�:\ \per o .<�. \.. :\.. \.. g .\ \... \.. \.......\\ ... \ \\ , \.: ... \. . . .. \� .. ... \\\.. .... �\ \ ..,.,: LOW DOOR 11011 13 ul _. u L 4 ';;\ \" FIRE I I u 4 155 WEST SHORE DRIVE TACE DESCRIPTION MANUFACTURER NOTES I z \;' _ \\` RATING NEN TIE WIDTH HEIGHT \` I- \ I - - - - - - - - - - - - - - - M o la �'2" - - I SOUTHOLD, NY, 11971 I..�` �� \ °: ;,i 45 MIN. RATED 4 10 : ... L CLOSING 5E F \\ _ 2 \ \ \ I DRAWING TIT �5 �\ \\ 4 LE: \. ammom \ \\ \ \ ,`. \ \\. \\ \ IMF\\:. l L7 \.. \ \. \\ \., \ \ \..\ \, \ �....: \ \ F \\ \. .o\\ .. .8. \ \� .\ \\. \. -- --- s \ ..\\\ \ - --- I - - - - - - NEWIGOLLAR TIE- - - - - - - ILn PROPOSED 101 (5) 51NOLE JELD-WEN 2'-O" JF 8'-O" r►` ° , \, I SECOND FLOOR PLAN \ \\` I `� 102 (b) 51NOLE JELD-WEN 2' ' \\ I - 22'-i" ' 15-3y2" 103 I 51NOLE - \`z - - - - - - - - - - - - - - - - - - - - - O L THERMA TRU 2 6 8 O \i�„\\ a..\ HALF-GLASS - - - - - - - - - J I,_ 104 (I) SINGLE JELD-WEN 3'-O" p \\ 4 F 4 F I F F 4 PAGE: 105 I DOUBLE JELD-WEN „ " '°\" \ `" '` I -� �. FULL-OLA I I - - :\ b5 4m_105m00 106 (I) DOUBLE THERMA-TRU -O �\ I , \. ! sf \ \\\; ACTIVE $ 1 PA551 VE 10-f 4 POCKET JELD-WEN \\\\\ •\\\\ \\ O -o \ \ DATE: 04/28/22 199 OF \\ \\ \. \ \. \ `� 20101 01 (I I) SINGLE JELD-WEN - o `r . \\'\ .; ED q 202 I SINGLE JELD-WEN " " I R , ti D '�► .� 203 (3) DOUBLE JELD-WEN 4'-O" 7'-O" :;a�� `\\\�����;'' I � � ' ► F. t �` \. \ \ \ \ \\ O \ \ L� J 001 (3) SINGLE I JELD-WEN 2 6" '7'-O" .,.>;.;.:'\ 002 (I) AIA SINGLE JELD-WEN 2-6 7-O 9T T40 �\��,,o0 �q\.ai:�*..��\\�� :�p�\\\��\\\��w�ail p ��F NE�y „ HALF-GLASS FOOJLJ JGONL� FLOOR PLAN V 003 (I) SINGLE JELD-WEN 3-O '1-O 004 I SINGLE JELD-WEN 2-O \\\ 1\\ = \cv \\° \\ / u E_Ou \ .��� 2 424 S.F. HAE31 TAE3L S ' G ., 2,C 4 S.F.5C fi�OSS fi� SCALE: 14 ,, : god mp\m� i. Q ELEVATION NOTES Q v 0 ONEW ROOFING: I. SEE NOTE ® SECTION I 3 2. ROOFING TO BE 'FOX HOLLOW GRAY' ASPHALT W { N to _—_—_ PROPOSED RIDGE HEIGHT -j � � � SHINGLES -_ --- ---- S _— 2 NEW ROOFING: - _ - ELEV. +34.9' O _ Q w W }. I. SEE NOTE ® SECTION F- 2. ROOFING TO BE 'SLATE GRAY' METAL - Z J OPROVIDE CONGEALED FLASHING AT ALL ROOF — `-. — INTERFACES. 12 12 ~ � O4 10 NEW SIDING: - - o 10 � � � I. SEE NOTE ® 5EGTION 2. SIDING TO BE 'STERLING 6RAY' CEDAR SHAKE �,EE Z 5 4 `-EGTION --- Q O5 NEW SIDING: I. 5EE NOTE ® SECTION 2. 51DIN6 TO BE 'WHITE AZEK' BOARD AND BATTEN5 e Q W PROPOSED SECOND FLOOR G.H. _J O NEW 5/4"x4" 'AZEK' OR EQ. WINDOW/DOOR CASINO: _ - ��-------- ELEV. +8.9' _j d' Q PROVIDE AT ALL NEW WINDOW5/DOOR5 (rrP) I —__/ Z Ti rj NEW 5/4"x4" 'AZEK' (OR EQ.) C.ORNERSOARD: 6 w a T1 o PROVIDE AT ALL GORNERBOARD.3 (T(P) II rr 11 Z 4 T i Q Q Z �I O8 NEW 5/4"xb" 'AZEK' (OR EQ.) P:RIEZEBOARD: 4 a u. W (D PROVIDE AT ALL NEW FREIZEBOA,RDS (TYP) O O 1 F Lf) NEW 5/4"xb" 'AZEK' (OR EQ) VyRAP/BAND5: a�.. Q Q Oq PROVIDE AT ALL NEW 51DINO BANDS AND HEADER WRAPS _ - T O O � - ;� O O a T-1Jo O10 NEW 5/4"x10" 'AZEK' (OR EQ) FASCIA: w F - d) --- PROPOSED SECOND FINISHED FLOOR W PROVIDE AT ALL NEW FASCIAS (1YPJ Z _*z► 2 3 ,�- ELEV. +14.1' ONEW 5/4"x12" 'AZEK' (OR EQ.) SOFFIT: - — — — — — — — — — — — — — — — II PROVIDE AT ALL NEW SOFFITS (TYP) 5 �- ---� W ' 12 NEW CLOSED P. GONG. STAIR H PROPOSED FIRST FLOOR C.H.V q to 10 ELEV. + .0' 0 J NEW 8" PERMAGAST COLUMN; MODEL - H546 a @) FIBERGLASS PERMACA5T COLUMN - RECESSED Q 50UARE 4 L LA PIN O O O O O O \ N OT)T °° / i �2 +1 \ / lob I' PROPOSED FIRST FINISHED FLOOR ,�------- ELEV. 14 1 12 -777 �,M-7111BASELINE OH OH ELEV. +O.O' NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" I 3 I 3 10 2 3 - — 0 X12 / LU w I 8 PROJECT: 8.5 � T ta-4-- CIMINO 11 II RENOVATION O LLLIL 4 4 155 WEST SHORE DRIVE M 0 = 0IL SOUTHOLD, NY, 11971 N _ 2 3 Oi -H LL= 2 3 O ___ - ___. 12 DRAWING TITLE: F.F. — — — — — PROPOSED EXTERIOR ELEVATIONS 10 I 3 I II 15 11 11 1 - 4 - RANGE HO \/r- - ® VENT PAGE: IL6 Q ( ij I 1 4 4 A-201II. 00 IL O - O � � d) Z,di DATE: 04/28/22 10 OF 19 i — — — - - - 1 — F.F. -Ran I I T7 12 FLED q 12 IF \ - — — F --SII wCa N� o,�;�°�. 0 i� 7r I o s, !! IIK II!II �!! !! I 'k '9�� 7405 -6° op NORTH ELEVATION (fid I O HT S I ISE) SCALE: 1/4" = 1'-0" d O ELE\/ATION NOTES Q U H cp ONEW ROOFING: W Z O O 1. SEE NOTE ® SECTION 2. ROOFING TO BE 'FOX HOLLOW &RAY' A5PHALT _ W O N i 5HINSLE5 I 3 J W Q W O2 NEW ROOFING: z I. SEE NOTE ® SECTION H 2. ROOFING TO BE 'SLATE GRAY' METAL Z PROVIDE CONGEALED FLASHING AT ALL ROOF — J INTERFACES. LoJ 12 � 0 0 O4 NEW SIDING: - _— — a Lo m I. SEE NOTE ® SECTION It m 2. 51DIN6 To BE 'STERLING &RAY' CEDAR SHAKE - _ — -- 5 O NEW SIDING: I. SEE NOTE ® SECTIONm 2. 51DIN& TO BE 'WHITE AZEK' BOARD AND BATTEN Z _ �.. Q W J O NEW 5/4"x4" 'AZEK' (OR FEW WINDOW/DOOR CASING: q to � dam' O PROVIDE AT ALL NEW W WINDOS/1l (TYP) z J vi O ONEW 5/4"x4" 'AZEK' COR E0.) GORNERBOARD: C) PROVIDE AT ALL CORNERBOARD5 (TYP) 8 _____ ( II Q >: O NEW 5/4"xb" 'AZEK' COR EQJ FRIEZEBOARD: _ ' W W (b b PROVIDE AT ALL NEW FREIZEBOARDS (TYPJ � m Lo x e"4 NEW 5/4"xb" 'AZEK' (OR F-0.) WRAF/13Il AND5: 0 �- p F ~ O Ln q PROVIDE AT ALL NEW 51DIN6 BANDS AND HEADER /!RAPS 7 0 (TYP.) N Q l m o NEW 5/4"x10" 'AZEK' (OR EO,.) FASCIA: O( ! - I 3 W 10 PROVIDE AT ALL NEW FASCIAS (TYP) r II NEW 5/4"x12" AZEK (OR EQ.) SOFFIT: ;Hrl r IF PROVIDE AT ALL NEW SOFFITS (TYPJ 10 12 NEW CLOSED P. GONG. STAIR I _! ~ 4 U = J _ U J NEW 8" PERMAGAST COLUMN; MODEL - HBBG 13 FIBEROLA55 PERMAGAST COLUMN - RECESSED -I- -- Q O 5OUARE H 0 toy f O O I O a OD O O � LuL � a �N� o +iyx F.F. EAST ELEVAT 1 Oil (REAR) 50ALE: 1/4" = 1'-O" I 3 12 - --. - Z O U W a I q II O PROJECT: CIMINO 8 I - RENOVATION O 4 6 6 L 0 I Xf O F 155 WEST SHORE DRIVE o 4 °Ull SOUTHOLD, NY, 11971 DRAWING TITLE: -- - - - - - - - - - - - - - - - _ F.F. ' I I I PROPOSED EXTERIOR ELEVATIONS LOLL Io 8 - PAGE: 0 FO [E]' [1 [I F-1 4 00 �■ 0 0❑ El 1■ 0 o o = �_� o 0 -202mO EIE] EIL] EDE] d) y y DATE: 04/28/22 11 OF 19 111:1 El . ED 00 0 - - �. I 1 11 11 11 11 11 B 374� y0 '9 FOF NES SOUTH ELEVATION (LEFT SIDE) SCALE: 1/4" -RDOE AS / P=R PLAN BUILDING SECTION NOTES �' I 3 U Q � � NEW ROOFING NOTE (TYP.): RIDGE AS PER PLAN LLJQ O I. INSTALL NEW ASPHALT SHINGLESI 3 D FROM FASCIA UP TO I 3 PJ = N SHIELD 2.INSTALL ICE AND WATER L 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 0 P�� OVER vi RIDGE AS PER PLAN-LXXX�C)CX)( �� o0 5. INSTALL 15 # BUILDING FELT N.O.N.) OVER a Lu >: 4.1/2" GPX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) Z 5. GAP 51HINOLE OVER RIDGE 4 HIPS (A5 REOV) 6.PROVIDE RIDGE VENT (AS REO'D) 15'-0" TO STRUCTURAL < -J Z '7. FLASH ALL VALLEYS J 8.INSTALL DRIP EDGE AS REOV a Q at. INSTALL ALL A5 PER MANU. SPEG.'s J a � 0. � a NEW ROOFING NOTE (TYPJ: aIx O I. INSTALL NEW METAL ROOF z CL Ln 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Z � OVER �f no 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER } } m} V V m I} I} [9-1A'!A G.J. AS PER PLAN 4.1/2 GDX PLYWOOD 5HEATHIN6 (BLOCK ALL 5EAM5) z 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV)) W _ b.PROVIDE RIDGE VENT(AS REOV) `1 5 'T. FLASH ALL VALLEYS NEW MASTER NEW MASTER w4 5 Q J tooo 5.INSTALL DRIP EDGE AS REOV -gyp w BATHROOM BEDROOM Q 01. INSTALL ALL AS PER MANU. SPEG.'s ~ Q < I 3 Z 3 TYPICAL ROOF 4 CEILING CONSTRUCTION: J RIDGE AS PER PLAN Z �. d• O • NEW ROOFING AS NOTED V _ Q • I/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL Zei � ~ - PLYWD SEAMS) � N • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS o o Q L W (D OVER& INSTALL "X" BRID61N6 0 CENTER OF - SPAN, U.O.N) Lr) • MIN. OF.�5•PRAY FOAM INSULATION GI -o0 6 bB 6G r3 _ TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: 6 a 0 0 r+ � r•i J O O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOGKIN6 ® F.J. 46 PER PLAN Q %n ALL PLYWD SEAMS) \ • 2"xb" STUDS 0 16" O.G. w/DBL. TOP PLATE • MIN. 20 INSULATION W/R-I4 SPRAY INSULATION NEW (2") $T-II BATT INSULATION NEW DEN NEW NEW BEDROOM • 5/8" GYPSUM BD. WALL FINISH BATHROOM BATHROOM V NEW SIDING NOTE (TYPJ: OI. INSTALL NEW SIDING PER ELEVATIONS 2."TYVEK DRAINVENT" HOUSE WRAP (OR IX V EQUAL) _ Q J 5. INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR 5 Q 7 7 U J PROPER INSTALLATION x = i-= Q 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL o o o Q - O TYPICAL FLOOR CONSTRUCTION_ NEW 2 GAR N GARAGE I. FINISH FLOORING TO SELECT '0 cr 4 O 2. 5/4" T46 GDX PLYWD. 5UBFLOOR. 6LUED 4 SCREWED 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER V E DI INSTALL 'X' BRACE ® MID5PAN -00 -00 4. MIN. R-50 BATT INSULATION;SPRAY FOAM RIM BOARD ( , C F.J. AS PER PLAN � = NEW FLOOR: I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5GRE4; \ NEW MEGH. NEW GYM SCREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.G. 0 ROOM INTERIOR. 2.NEW FIN15HED FLOOR PER H.O. SELECTION 2 NEW TILE FLOOR: v 6B I. NEW TILE FINISH (H.O. TO SELECT) UPON GLEAN BACKFILL COMPACT IN b" LIFTS O 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON �(� 0 5.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON UP 8 i0 4.NEW " T46 PLYWOOD 5UBFLOOR r NEW RADIANT FLOOR: bG I. NEW RADIANT FLOORING 2.2" FLOOR PACK NEEDED GYPSUM WALL BOARD: SECT I Oil I —I/A-301 O INSTALL MOISTURE RESISTANT 6YF5UM BOARD IN ALL BATHROOMS, AND CONCRETE BOARD IN 5HOWER5 AND TUB SURROUNDS SCALE: 1/4" ONEW BASEMENT WALL: RIDGE AS 8 Vx4" STUDS• 16"O.G. / PER PLAN • MIN'R-15(CAVITY) INSULATION W/R-19, BATT INSULATION • 5/8" 6YFSUM BD.WALL FINISH R p/"j 2 3 ,4 N EiP�pN -oo RIDGE AS PER PLAN z �g x O m � v NEW BI ATTIC 6-003 _ H .9 Q G.J. A5 PER PLAN PROJECT: � - CIMINO NEA , j = NEN RENOVATION BEDROOM ALLWAY o ° 155 WEST SHORE DRIVE SOUTHOLD, NY, 11971 G I r- -00 6 6 b 6 RIDGE AS PER PLAN DRAWING TITLE: F.J. A5 PER PLAN N NEW R.R. AS PER PLAN BUILDING SECTIONS NEW PWPR. NEW PWDR. NEW NE`w RM RM IHALLNAY BUTLER'S PANTRY _ � m o PAGE: TJ 1 _ FOYER OAR -ir -30 ■ ®® o T o o i / ` O � i DI d) -00 6 6B 6G 6 6B 6G q 6& b b 6G� 6 6 bG DATE: 04/28/22 12 OF 19 F.J. AS PER PLAN oo\ NEW STORAGE NEN ,GRED ARC'S' RECREATIONAL M. SPACE Lill V r. 0p NE`N 5EGTION 2-2/A-301 SCALE: 1/4" = P-O" BUILDING SECTION NOTES A RIDGE A5 a• -oo _/ PER PLAN Q V NEW ROOFING NOTE (TYP): I 3 LLJ ~ 0 E ASPHALT SHINGLES O I. INSTALL N W 13 .WJ 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO T424" FROM INSIDE FACE OF STUD WALL AND AT VALLEYW S R N '4S A RIDGE AS PER PLAN OVER y �P�,P FRA �N W }• 3.INSTALL 15 # BUILDING N FELT •O.N.) OYER 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL 5EAM5) I 5 5. GAP 5HINOLE OVER RIDGE 4 HIPS (AS REOV) �. . O ; 6.PROVIDE RIDGE VENT (AS REOV) -1. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REO'D Lo Q. INSTALL ALL AS PER MANU. SPEG.'s ��' �� m � p NEW ROOFING NOTE (TYPJ: BI O Pte' 2 I. INSTALL NEW METAL ROOF 6-003 c��� d LA � � � z � m 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO - - LIl- 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER Q 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER ( O.J. A5 PER PLAN H 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) W ui 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS RE0159 Z NEW 6.PROVIDE RIDGE VENT (AS REOV) L BEDROOM Q oo '7. FLASH ALL VALLEYS X F- > 8.INSTALL DRIP EDGE AS REO'D a. INSTALL ALL AS PER MANU. SPEG.'s NEW NEV: Z (� N J BEDROOM BATHROOM -1 i6 W - O O TYPICAL ROOF 4 CEILING CONSTRUCTION: pa� • NEROOFING AS NOTED = Q t Q Z 4 1-4 • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL $ JN PLYWD SEAMS) i Q O W J • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS N X W (fl OVER 6' INSTALL "X" BRIDGING ® CENTER OF - O p � = LLf) SPAN,U.O.N) • MIN. OF R-4a SPRAY FOAM INSULATION GI N ' -o0 6 6 r 6 6B f-C 2 3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): 6 6 r•1 J O _ HDR. AN_ O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® � F.J. A5 PER PLAN ALL PLYWD 5EAM5) R • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE AN . • MIN. R-20 INSULATION W/R-14 SPRAY INSULATION NEW NEW DINING NEW G.J. AS PER PLAN W KITCHEN ROOM FAMILY ROOM _R�i'AN • (2") 4 R-11 BATT INSULATION • 5/6" GYPSUM BD. WALL FINISH V NEW 51DINO NOTE (TYP): OI. INSTALL NEW SIDING PER ELEVATIONS 2."TYVEK DRAINVENT" HOUSE WRAP (OR EQUAL) U J 5. INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 17O O O Q S. 51DINO SHALL EXTEND TO TOP OF wA FOUNDATION WALL 0 O O TYPICAL FLOOR CON5TRUGTION: 1. FINISH FLOORING TO SELECT DI 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED 4 50REWED -0O 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 6' INSTALL 'X' BRACE 0 MID5PAN _ 4. MIN. R-50 BATT INSULATION;SPRAY FOAM RIM BOARD�� �. `;XXXXXJ F.J. AS PER PLAN NEW FLOOR: NEW MOVIE NEW b I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); THEATER RECREATIONAL SCREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.G. SPACE INTERIOR. 2.NEW FINISHED FLOOR PER H.O. SELECTION / \ U ONEW TILE FLOOR: 6B I. NEW TILE FINISH (H.O. TO SELECT) UPON Q 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 8 i0 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON 4.NEW " T40 PLYWOOD SUBFLOOR NEW RADIANT FLOOR: bG I. NEW RADIANT FLOORING 2.2" FLOOR PACK NEEDED G 22 /� GYPSUM WALL BOARD: SECTION 5-J/A-502 O INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL SCALE: 1/4" BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB SURROUNDS NEW BASEMENT WALL: O6 2"x4" STUDS® 16" O.G. • MIN.R-15(CAVITY) INSULATION W/R-15 BATT INSULATION • 5/8" 6YF5UM BD.WALL FINISH 8 (4) 3/8" H.D.G. LAO BOLTS (PREDRILLED) z w I _ 0 - - - - - - - \ -1- - - - - 3/8" THK. PL. 411 5/8" THK. H.D. o FLOOR SYSTEM AS I/4 IIL' OALV. PL. NOTED ON PLAN PROJECT: GAP PLATE 'A' � �2�� NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM FOR CONNECTION OF 5TL. COL. TO (2) I-3/4" WIDE CI M I NO WELDED TO COL.; SEE AS NOTED ON PLAN LVL LUMBER OR (2) .2" WIDE DIMENSIONAL LUMBER GAP PL. DETAILS X411 RENOVATION NEW 5-1/2" O.D. 5r-.H 40 NEW BASE PLATE 'A' HOT DIP OALV. 5TL. COL. 3-1/2" O.D. 50H. 40 HOT WELDED TO COL.; SEE (ASTM A125) A5 PER DIP OALV. 5TL. COL. BASE PL. DETAILS FOR FOUND. PLAN BY SIMS �� _ A&-,,E3OLTS (ASTM A123) AS PER 4 BOLTING 8 - - 155 WEST SHORE DRIVE STEEL (OR EQUAL) (4) 3/8" H.D.G. LAO PLAN WELDED TO PL. BOLTS (PREDRILLED) SOUTHOLD NY 11971 NEN PROVIDE GOLD JOINT GONG.'SLAB - - - - � - - - - - - - - - - - - 5x8 x3S THK.P. STL. BASE PL. AT GONG. SEAM5 (TYP.) - �-'� (4) 1/2" HOOKED ANCHOR DRAWING TITLE: EMBEDDED INTO FOOTINO MIN. 4" k4l WASHER AND ND NOT SETUPED BUILDING SECTIONS Lo 'd ° CJ LLJ° ° d SASE PLATE 'A' d • 'd' ° m .° 3/8" THK. PL. y4'1 3/8" THK. H.D. 4 GRAVEL BASE NEW (3) #5 HOR. I�2 11 OALV. PL. PAGE: 3 REBAR UPON (5) #5 NEW 24"x24"xl2" HOR. REBAR ((o TOTAL) GAP PLATE 'B' A-302mOO DEEP P. GONG. PAD FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE FTO. (MIN. 4,000 PSI) COMPACTED FILL LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMEN51ONAL LUMBER OR 5.25" WIDE PSL DATE: 04/28/22 13 OF 19 STEEL COLUMN I�)ETA I L COLUMN 5ASF- AND HEAD GONNF-GTION A-302.0 50ALE: 1" = 1'-0" A-302.0 5GALE: 5" = I'-O" �� r O �k (p ,w• 37405 PROVIDE 3" (MIN.) GONG. COVER TYP. ROOFING (SEE OF ALL REBAR WITHIN P. GONG. �- V SECTION NOTES) FOUND. WALLS 4 P. GONG. FTC'5. PROVIDE STRAPPING d NAILING Q ' AS PER CONNECTION 'D' IN F- TYP. ROOF CONSTRUCTION TYPICAL NAIL INWSTRAPPI N5 W Z O (SEE SECTION NOTES) N PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, W = N BETNEEN CAVITIES SIMPSON' H2.5A P5 P�Rpy� PER ENERGY TABLE SHEAR, 4 LATERAL RESISTANCE" J ON PACE 57-003 ® EA. STUD. , RAFTER TIE FLS' (WHEN APPLICABLE) LLJ HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE Q 1 W SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'s; PLANS AND NOT PROJECTING MORE THAN 4V2" INTO FLOOR SYSTEM A5 NEW (2) 2"xb" P.T. SILL PLATES Z NOTED ON PLAN UPON SILL SEAL UPON COPPER OO Z TGHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT TERMITE SHIELD _ PI J �' JOIST HANGER BY G.J. A5 PER PLAN BOT ® " LX LO O 'SIMPSON' OR EQUAL NEW 5/8"O HOOKED ANCHOR LO �jc \— E I RST E I N I SHED FLOOR BOLTS 3a O.G. w/3 5OUARE \ -- FASCIA BOARD WASHER d ENDNUT 0C)IL LO C) •+ >_ BEAM AS PER PLAN 1-z p Z V2" MIN. SPACE BETWEEN \ 41� _ ci WALL AND HANDRAIL \ 11 " z \ "51MP50N" P064 "II' W s/4" PINE RISER NEW "SIMPSON" LU526 Q(FOR 5 PLY BM) #4 HOOKED VERT. I I'•` J "SIMPSON" B052-2/4 GALVANIZED JOIST REBAR ® 3a" O.G. 11• J 00 PINE TREAD STANDARDS FOR ORIFFABLE HANDRAIL (FOR 2 PLY BM) HANGER ''I• .. Z w O SCALE: NTSa.'��• C'S _.1 r-I X p GROSS SECTION 4. 11 `• Z >; d' �� d)z G HANDRAIL ASPHALTIC DAMP j'' RADE MIN. Z N I" ROUNDED NOSING I-p CLEARANCE CIRCULAR NON-CIRGULAR PROOFING TO EXTERIOR 11 w W W w/Y4" RADIUS LO m T4Q (NOT INCLUDED IN 2 TREAD DIMENSION) �� �� alb ' ~ _ LO MIN. ,411-211 ME p 0 PER PLAN (MIN. . .:.I 1 ri J O P. GONG. FOUND. WALL (MIN. 4,000 PSI) O .11 8.. W twfl #4 HOR. CONT. REBAR ® liai V W TOP,MIDDLE, E BOTTOM OF :�( _z V W N "51MP50N" WALL (3 TOTAL) � • �0-` "� � V I "O m / P05T SIZES PER U J P. GONG. CONT. FTG. t" (3) 2"x12" STRINGERS ® w/ R-21 I INSULATION, IF UNDERSIDE IS FACING �t BLUESTONE (MIN. 4,000 PSI) STORASE/NON-HABITAL SPACE PATIO (3) #5 HOR. CONT. REBAR 4" P. GONG. SLAB ° Y2" GYP. BD. _ " .w•4• •,; � ° '` ' d • ' ...• .°. 11. '{°m` �s 0 5TORAOE UNDER CLOSED MASONRY DECK 1 ` (WHEN AFFL I GALBE) I : b MIL POLY • c� }r. Pi \ MOISTURE i RETARDER 4" GRAVEL BASE 3" ^3" GOY'ERED FORGJ,,� I - -2' oil I I D�T�(L. PROV. GLEAN I ( I I TREATED 2"x12" SILL FOR CONTACT ,0-401.00 COMPACT FILL SCALE: 3/4" = I'-O" W GONG. (IF APPLICABLE) BASEMENT -� FOUNDATION WALL DETAIL A-401.00 SCALE: 5/4" = 1'-0" 6X6-10X10 W.W.M. BETWEEN CENTER d UPPER j OF SLAB SECURED IN PLACE DURING POUR FINISHED INTERIOR MOOD STAIR DETAIL (2) 2"xb" P.T. SILL PLATES FLOOR UPON SILL SEAL UPON A-401.00 = 4" POURED GONG. a I COPPER TERMITE SHIELD SGAL1=: 3/� I -O I� FINISHED SLAB O II°. 5/8 (P HOOKED ANCHOR BOLTS ® GRADE b MIL POLY O.G. w/3" SQUARE WASHER NOTE: MOISTU I�� ENDNUT; AL50 SEE ANCHOR BOLT NOTE: SECTION ON PACE A-200 I. IF FINISH MASONRY USED (SUCH AS I. IF FINISH MASONRY USED (SUCH AS RETARDER BLUESTONE) - MA50N TO ADJUST BLUESTONE) - MASON TO ADJUST 4" GRAVEL BASE °1 PITCH GRADE HGHT OF LANDING AS REG'D TO HGHT OF LANDING AS REG'D TO 4"P.GG NG.SLAB UPON CLEAN_---, - ACCOUNT FOR FINISH MASONRY ,� w/bxb I0/10 WWM1 B ACCOUNT FOR FINISH MASONRY I UPON GC>MPAGTED COMPACT FILL 8 I `9 2. ALL HORZ.SURFACES SHALL BE PITCHED FILL 8.. - 2. ALL HORZ.SURFACES SHALL$1=PITCHED (1) # 5 REBAR I 8 THK. (MIN.) P. O (n ® 1:45 AWAY FROM BUILDING • 1:48 AWAY FROM BUILDING ° i CONTINUOUS a GONG. 3. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO �` GRADE BM. BASEMENT w 5. FOR SLABS ABUTTING FRAMING INSTALL / __s_- _ COPPER FLASHING FROM 12" ABOVE AND `! - --� <I ' COPPER FLASHING FROM 12" A$OVE AND SLAB AS SHOWN • 4- - # - (3,500 P5U FLOOR _ ADJACENT TO SLAB, BED ALL FLASHING ADJACENT TO SLAB, BED ALL FLASHING ° IN ASPHALTIC MASTIC IN ASPHALTIC MASTIC \\/\/; \\/ Z_ °a it V 4" P.GONG.SLAB i / H/bxb 10/10 MM °.< �, \�\\\\\ i\� cV V 1M1 (I) BARE®T NOTE: w I UPON COMPACTED / • /i // ///./ i / IMI 48" O.G. 1. REFER TO PAGE A-200 STAIR DRAINAGE GALGULATIOt`IS: \ , „�. STAIR WIDTH = 3'-0" (TYP.) FILL �- ° O z �'� 6� -b ° ° 1y1 ^ FOR NAILING AND PROPOSED NEW AREA= 30.5 S.F. GRADE STEP; "REBAR ® ENDS cL�i • ' \/� \/'�/\/\ /\/ °1y1 DAMP ASPHALTIC m / 'L / / / / / k1 STRAPPING OF ALL 30.5 Ft. X O.I7= 5.1a REBAR BENT TO --°•----« _ P ti /\\/\\/\\/\/\\/\%'\/ I�1 PROOFING COMPONENTS SLAB AS SHOWN - \ 8ORSS 1�lLL DATA I L 5.►a/3.1= 1.1 VERT. FT. OF 2 DIA RING REQ. -�--- \ \ \ \ \ \� \ \; \\Y M1 A-401.00 „ _ „ o PROVIDE (1) Z DIA. X 2'-0" DEEP STORM y a \ \ \ z Vii, /\// //\//\//\// .//\//\/ // 141 (1) #5 REBAR SCALE: 1/4 I -O WATER LEACHING SYSTEM •<>, /\/\/\/ .° ,. \ \ Iy� \\//\\//\\//\\/ V 1O„ •/ \\ \\ \ \\ \\ \ \\ \\ \, i y l CONTINUOUS PROJECT: MIN. �GOMPAGTEDX. �•. \\ 4. • ,. y 9i / .° i, ° g\ i,, /\/\/ / FILL /\/\/ \ (I) #4 REBAR ® EA. c .S • •// '1i,� /\// /\// // / / / / ' / / / / #5 REBAR STEP;3" GVR® ENDS �- G� . • \\/\\ \\/\\/\\/\\/\\/ \\ \/\\/\\/\\/\\/\\/\\/\/\\/\ \`/ e c_III m 4 ,,'a /\/ #4 REBAR ® 10"�\/\/ y\/\/ \/ bo o.G. _ cv C I M I N 0 \/ \// 2"x4" KEYWAY >' �. ,.�• /\//\//�O.G. (MIN. 3) /\//\//\//\//\'/ // . . -, _ . ,;, \\/\\/\\, \, \, \, \,\\,\\,\,\\,\\ \\ (2) #5 REBAR-- ,0 RENOVATION i, / / / / / / / / / / GRADE ✓iii° !�o/ / / / / / / / / / / / / / loll c /\\ /\\/\\/\\/\\/\\/ / / / /\\/\,, \/ 2'-O" 2'��P /\/\/ COMPACTED #4 REBAR GOVT. \ NOTE: /\ / ® 10" O.G. (MIN. 3) sMa P. CONC \\ \ , \ \ \ \ \ \ \ \ \ \ -----__ _-- __ 155 WEST SHORE DRIVE #4 REBAR ® 10"/\\ \\ \\ \\ \\ z o • 1 �' �Q ' ' �� • // / // // // // // // -ll (1) #4 REBAR CONT. I I,° \\\\/ V\\\\\\\\\\\\\\\\\\\\\ 4,000 P51 (MIN)\\� \�j `/ R V B DETAIL I - -� - - it /\/\ \O.C. (MIN. 3) \/\/\/\/\/\/ / �. / / / / / / / / / / i A-4ol.00 , i I SOUTHOLD, NY, 11971 4' P. GONG.SLAB w/ 2x4 r \ \ \ , . , \ \ \ \ \ \ u / / / / / / / / / / / / 1� _ 1 b"xb"-lo/lo W.W.M. KE1'wAY ° .' � � \/\/\/ \/ \/ \/ \/\///, /\/\ O #5 BENT REBAR ® 12' O.G. \ /\/\/\/\/\/\/\/\/\�\\/\/\/\/\. \/ SCALE: 3/4 -------_=—=f---- r UPON COMPACTED FILL •, viii / // // // // // // // / 9I, \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \� \\ �� \\ \\• j\\M\\�\\�\\\/\\j m z (I) #4 REBAR CONT. .:11. _ /////////////////////////////////////////////\-/\// PRE-FAB. RAI LING w/REQUIREMENTS I I 4" DRAIN CONNECTED ° �� / / / / / / / / / / / / / / 11 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ------- - ---- TO EXIST.MAIN LINE v ✓��� / /\/\/\/ il \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/may\\/\\ \\, AS PER PLAN. RAIL SHALL HAVE ------- ---PI--�-- ,r DRAWING TITLE: �J.�\/ NTE= 8" THK. P. GONG. WALL // // ��// CAPACITY TO RESIST 200 L$S OF li I it { \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \` LATERAL LOAD. MATERIALS AL5 SHALL I i 1 .I - a- ___-- \/\/\ ' \ \ \ \ \ \ ALL P. GONG. \/\/\/ I \/\/\/\/\/\/\/\/\/\/\/\/\y\/\ \/ «� cTMi°J I I DESIGN DETAILS \ \ � BE ONE OF THE FOLLOWING: HOT. , II SHALL BE /\/\/ 18 WIDE x 12 DEEP \// //\ \//\//\//\/ DIPPED GALV., EPDXY PAINTED GTL., ••s esNr II I1 #4 REBAR CONT.°0 10" O.G. (MIN. 3) {1.° \/\\/ \ \ \ \ \ \ \\/ 4,000 PSI (MIND \ \//\\// P. GONG. FTC. II ° \/ \/\/\/\/\ \/\/\�/ / ry I 1 ' .J /\/\/\/\/\/\/\/\/\//\/\/ /\\/\\ \i/ EPDXY PAINTED WROUGHT IRON. rs�ARt'ri'PJ • \ \ \ \ \ \ \ \ (2) #5 HOR. REBAR—__ -J a • \/\/\/\/\/\/\/\/\/\/\/\/\/\/\; �/ (U #4 REBAR CONT. P \\ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/ ATTACHMENT A5 - BEND SLAB 1 I 9I � \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ •, / / / / / / / / / / / / / / / TO SLAB I / // /\\/� PER RAIL MANU. #5 BENT REBAR ® 12 O.G. \/\\/ II : . NOTE: I I 8 THK. P. GONG. WALL I \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ ALL P. GONG. SHALL _ 4" P.GONG.SLAB w/ I PAGE: \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ BE 4,000 1151 (MIN) � T =° -- - b"xb"-lo/l0 W.W.M.UPON < I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ COMPACTED FILL (1) #4 REBAR CONT. Al • e \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ABOVE O RADE EXTERIOR MASONRY STAIR DETAIL (I) #4 REBAR • :il \ \ <.c JJ // \/ A-401.00 , CONT. ® TOP jt. . \\/�\�\ CORNER CONNECTION A-1+j' 01m00 18" WIDE x 12" DEEP \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 5GALE: 3/4" = 1'-O" P. GONG. FTG. \\//\ \ /\\//\\//\\//\\//\\// #5 REBAR ® 36" O.C. (2) #5 HOR. REBAR-45" MS REBAR CM'J 2'-0'LAP GRADE 1 \\/\\/\/ COMPACTED cNPJ DATE: 8" THK. P. n /\//\/ --__--t— +-- ----__—_— 04/28/22 14 OF 19 I -------------- Lu ---------- - GONG. WALL 1 11 .° /j//\/ 1 Ir- 2 BELON O5:ADE EXTERIOR MASONRY STAIR DETAIL -- A-401.00 _ #5 BENTREBAR V -------- _i SCALE: 3/4 - 1'-0" z :• 11 I -�-\\/\\ ----- ----- (I) #4 REBAR V. U1\/\/ ------- -_—=h---IL--Ii-- CONT. m BOTTOM III ° I ! 15" WIDE x 12" DEEP / RED R P. GONG. FTC. .1 A I I u.•° \\�\\� I I I IIPMAR J A a � (3) #5 HOR. I I 12 r •i , I I I d a Q REBAR a°, •: I I I .PT A o 'T' GONNEGTI ON F N EXTERIOR MASONRY D GiG DETAIL A-401.00 SCALE: 3/4" = P-O" Q k U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEI6HT WOOD FRAME (L.C. STL. W WHEN APPLICABLE) Z O W EXISTING TO REMAIN _ = N � . � � NEW FOUNDATION WALL J W NEW WOOD FRAME (L-5- Q W >- STL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL OJ Z WOOD FRAME (L.C. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J H J 1-05T FOR 6" WALL5), U.O.N. 0) 0 NEW 2-HR FIRE RATED 0 WOOD FRAME (L.C. STL. 4. LO m WHEN APPLICABLE) }- d' m O Z � Q W J J 00 Z r-I O � Z N W W �Cfl (- - - - - - y - - - -.- - - - •� _ _•- -- - - - - - - . - - - - - - - - - - - - Y - - - - -*- - - - - - - - I` w Ti — — — — - - - - — - — — - - - - - - - - - - - - - - - - - - - - - I O O NEW 10 S.F. I-- - - - - - - - - - - - - - - - - - - - - - - - - - -� L - - - - - W to 11)Q ° I v LLJ x N IS CAUCE CORRUGATED DECK ABOVE FJ J015T Z = J J � I a WIOx1�5TEEL GIRDER A36 ° ,. 5'-8 5'-45'-b I Y2 Y2 Y2 � '^ . I � I A I DRAIN SLOPE I FROM ABOVE FROM ABOVE C1 N STEEL P05T EL POSTMVI ® i0 z � [STE L — J L J NEW ( 2"xib" FLUSH LV`L WR J NEW�(3) 2'x?" FLUSH LVL CDR — • (2) 2"x PT HDR — — — WIOx54 HDR — — — — — — — — — — -- - - - -- ' NEN j1 :05AiTHROOM X�Q � - I I ry� ras. I I IL Lu L NEW } I NEW cj A177- NEW CPI ci0 16" WI FJ GL. RECREATIONAL 0 F.J. ® I6" O.G. 30 S.F. - iV A x V '. I SPACE NEW MECH. — 1,40-f s.F. ® - ROOM 210 S.F. — X Lc LU PROJECT: -7 1I . • I � CIMINO N I RENOVATION I d = Xi " T I - 155 WEST SHORE DRIVE NEW CPI q0 16" WI FJ F.J. ® 16" O.G. I SOUTHOLD, NY, 11971 _ I DRAWING TITLE: • PROPOSED STRUCTURAL PLAN I oI f, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i 1-3:" I X L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I PAGE: IO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 1.0 . NEW GPI a0 16" WI FJ F.J. ® 16" O.G. I I DATE: 04/28/22 15 OF 19 I � / I FLED AC m y, - - - - - - - - - - - - - - - - - - - - -- - - -- - -I t PROPOSED FOUNDATION STRUCTURAL. PLAN q 3740 0 T� ;l SCALE: 1/4" = P-O" OF NE`s �EI ERAI— S)"'��50L E� U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. clq WHEN APPLICABLE) J e-I EXISTING TO REMAIN W r-I. NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q LV > k STL. WHEN APPLICABLE) 0: Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 Z WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- Ln � POST FOR b" WALLS), U.O.N. 0) O NEW 2-HR FIRE RATED O j 0 0 WOOD FRAME (L.G. 5TL. a- Lo cr- WHEN APPLICABLE) Z a J J 00 Z (o J � O Y azo u- w (b Lomvq ti = Lo q � O NEw(2) 2"x10" HDR NEW (2) 2"x10" HDR NE (2) 2"x10" HDRI= HD z X W NEW U5' w \ \ NEN (2) 111"'�.L r ,�r : : r<°;a: V I _ \ NEw NEWTf 5,717 DR` -- - - W ; r \ I HA WAY NEW(2) 1."15 x11.8'!5" LVL NEW \ I 82 HDR DW z Q U :�z NEW O 23 S.F. Q: J KITCHEN I Q (`I z / I ® NEWRPWDR. w / X NEW 2 GAR N 23 S.F. (30 z GARAGE 3 � 0 O IL 506 S.F. tu z z 3 O We r ;; - - - - - - - - - - - - - - - - - - -� - - - - - -= IL N W NEW II \ I L. Gam. x 4 S.F. 4 S.F. Irx / I BEARING wALL REF. NE (5) I.-15"xlb" 2.OE GP LAM 3.5" STEEIr COL. (2) .5-ml, STEEL FLITCH PV TO LAG O LAT J PLATES;FLUSH HEADER — . — . — . — . ING2"Xb" WRLLj - - 5.5" STEEL COL. O NEW(2) I. "x11.875" LVL NEw W/ FLANGE PLATE DR • BUTLER'S TO LAO TO HDR. I TOP FLANGE HANGER; ,:>;....... ..... :.. ^- PANTRY RE515T 5AOO LB5;STEEL 1= - _ 103 S.F. MANUFACTURE TO PROVIDE GUT SHEET TO ARCHITECT k NEN (2) Ib" LVL HDR GL. FOR APPROVAL ..� X s. NEw (2) Ib" LVL HDR BEARING WALL I t1_ p;,, I NEW DINING - 3 p ROOM z 399 S.F. X N27a N 0 ® NEW 2nx8" r Q I I G.J. ® Ib D.G. w LL NEW(2) Ib" LVL HDR v NEW GPI a0 I6" wl FJ _ O vow O v o p I � F.J. ® Ib" O.G. II- � .0 JIIL _II a � ® � Ij Q ® Ou�i IW— lU u-' lu I `s ,,•� x - m a NEw x m a PROJECT: r. FAMILY ROOM NEW i EW I NEN 2"x8" CI M I N O BATHROOM G.J. ® 48 LVL S.F. I i -� z I NEW (:72 lb" P, RENOVATION l4 S•F• TOP FLANGE HANGER; w NEW WALK-IN < I RESIST 15,400 LB5;STEEL I Q Q x -I NEw MANUFACTURE TO PROVIDE O 30 S.F. �j GUT SHEET TO ARCHITECT X ------ FOYER w p FOR APPROVAL =I 1 ® � 1 (3) 1.'15"x16" 2.0E GP LAM W/ � IvEW WALK-IN—I I ® (2) .5 STEEL FLITCH TOP FLANGE HANGER;J 3 SOUTHOLD, NY, 11971 GL ? PLATES FLUSH HDRRESIST 15,400 L55;STEEL z V MANUFACTURE TO PROVIDE 30 S.F. I GUT SHEET TO ARCHITECT NEN NEN FOR APPROVAL DRAWING TITLE: BATHROOM50S.F. I I 'UP w l I I 50 S.F. zl NEY4(5) I.-15"xl " 2.OE 6P NEW (5) 1.'15"x18" ZOE 6 PROPOSED STRUCTURAL PLAN LAM H R LAM HDR h„ NEW(2) 1:I�"xQ.5" LVL Q I fy= H _ NEN (2) 2"X5i' COLLAR TIE x _ X I I I ® I PAGE: INEW Nn I I z V BEDROOM I d I 362 S.F. z _ Z� _ _ _ _ _ _ _ _ _ S-102wOO _ NEW (2) 2"X8" COLLAR TIE NEW (2) 1.15"x11.815" LVL HDR NEA(2) 115"x11.815" LVL HDR K/ Ix AZEK WRAP w/ Ix AZEK WRAP z DATE: 04/28/22 16 OF 19 NEN 2 2"XSI" COLLAR TIE I O _ x ( X SII REDA NEN (2) 1.15 xll 5-T5 LVL HDR LIM, ZZ 7777.. PROPOSED FIRST FLOOR STRUCTURAL. PLAN 9TH 3740 �b OF N�� SCALE: 1/4" = P-O" 0E( ERAL 5 I �vI50L ISE I : d U — � 1 ~ � — EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Z WOOD FRAME (L.G. 5TL. LLJ 04 WHEN APPLICABLE) J � EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >- STL. WHEN APPLICABLE) X Z NEW I-HR FIRE RATED ® O 2 u MIN. (2) 2"x4" STRUCTURAL J WOOD FRAME (L.G. 5TL. P05T FOR 4" WALL5 J WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL F- Ln � P05T FOR 6" WALL5), U.O.N. IX 0) O NEW 2-HR FIRE RATED (Lm WOOD FRAME (L.G. 5TL. Lo m WHEN APPLICABLE) Z O Z a W J J 00 Z c7) to Jr� O az 'H V"' W (D NEW U _" HDR NEW U _"x_" HDR = o NEW ) 2" e, 5X TRUG. COLLAR TIE O J O X I NEW MA51ER BATHROOM 777T= Po. 220 S.F. _- 1 NEW (2)2"x NEW (2) 2"x10" HDR NEW(2) 2"x10" HDR —1 NEW(2) 2"x10" HDR NEW(2) 2"x10" HDR p W NEW(2) 2" " STRUG. COLLAR TIE Z: — — — — of D _ I FLAT CEILING LINE( W ,) 2"xl0" FLUSH HDR NEW BATHROOM NEW I-AU 45 S.F. I V NEW 2"xIO" ROOM J J. ® 16" O.G. z NMS NEW : BEDROOM Olu V 275 S.F. OO OO ,e\ NEW N cV n Li BEDROOM 246 S.F.POST DBTO NEW WALK-IN U NEW 2"x10" CL. I - 3 36 S.F. G.J. ® Ib" O.G. O I ^I I < pr —A7/� Q I u ix Q /1WALLNEW WALK-IN NEW WALK-IN �.. - - - - - � GL. 2 xl0" HDR NEW 106 S.F. NE 2) 2"XIO" H 54 S.F. I LP:2 — _ NEW ATHROOM GT 06 55 S.F. I^ I NEW — — Ib S.F. 41 DBL. POST DBL. P05TI °`TTIG DBL. POST �' �i ry I x I TO HDR. TO HDR. /HATCA TO HDR. 10 S.F. n NEW (3) 2"x10" HDR71-7111-7-7 77 7-77-77777'7 77 2) 2"x10" HDR GL. BEARING WALL (2) 2 xl0 HDR (2) 2"x10 HDR (2) 2"x10" HDR DBL. POST DBL. POST DBL. POST TO RIDGE TO RIDGE TO RIDGE yy Q NEDBL. POST Q I BEARING WALL (V HALLWAY TO RIDGE _ x s - NEW (2) 2"x O" HDR DEL. P05T TPR. P05T TO RIDGE PROVIDE 51MP50N TO HDR. x HANGERS TO G.J. I a B 1 DEL. POST-4DBL. P05T _ 1u TO HDR. (5) 2"xIO" FLUSH HDR TO HDR. N X I( NEV4 BEDROOM z U 6 335 S.F. I zx I I I z I W 'O I NEW _ _ _ _LINE OF CATHEDRAL,IN BATHROOM + ROOM I I O (� NEW 2"x10" 58 S.F. U W I G.J. ® 16" O.G. y•. NEW MASTER II W I BEDROOM 3pi •(2) 2 xl0 D I I I p NEW (2) 2"X8" STRUG. COLLAR TIE PROJECT: . I I I I II a I a II CIMINO NEW (2) 2"X8" 5�COLLAR TIE _ NEW (2) 1.'15'x9.5" HDR — — — x I =X — — -— '� RENOVATION V NEW (2) 2"""15TRUC. COLLAR TIE 3I 155 WEST SHORE DRIVE .o- I II NEW (2) 2-xl0' HDR T� (2) 2-x i 0 HDR i -NEW (5) -2"xIO" HDR SOUTHOLD, NY, 11971 7777 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE: PROPOSED STRUCTURAL PLAN II it II II II II PAGE: II II it S-1-03m00 II DATE: 04/28/22 17 OF 19 II E:D ARC" FROPOSED SECOND FLOOR 57RUCTURAL PLAT M. po'������ SCALE: 1/4" = P-O" a �! NSE . '9 3740 '', SOF NE�,1 0ENERAL 5**%r � 50 <F-Y a I U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT inW Z O WOOD FRAME (L.O. STL. ' Z N EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W 5TL. WHEN APPLICABLE) w � � Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O (1) Z WOOD FRAME (L.O. 5TL. J PO5T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL Lo NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. a) C) WOOD FRAME (L.O. 5TL. Li') Of WHEN APPLICABLE) Z O H � 0 Z � Q W J J 00 Z 0) C4 r-I X=� J rl O iv - `S z Lu d Q Z r-1 DSL. POST TO RIDGE Q NEW x N R.R. ® _ O.G. LL W (D u') w T I,,- u) I I- - I I w � \ - / I ( w NEW 2"x10" NEw 2"x1o" NI R.R. ® 161, O.G. I ~ R.R. ® Ib" O.G. N V Ucc J `- ie - - - xlu �� � ® 00 z . OO I X \ / X= m = ® ® Iz lu zd z � z,x � I DBL. P05T NEw (2) 1.75"X11.875" LVL — /-AIRHANDLER —1 TO HDR. HEADER (SEE NOTE )5 ON A-105) I OO I I I DBL. POST DBL. P05T — -- —_ —_ — —_ —_ — — —_ —_ _— — —_ —_ —_ —_ _— — —_ —_ — — — TORID6E TORID6E � ® NEN (2) 2"X12" RIDGE z D' DBL. POST L. F057 I DBL. Po5T TO RIDGE TO RID6E — — — — — — — NEW(2) I.75"X11.8'75" LVL RIDGE Lu NEW (2) I.'I5"X11.8"f5" LVL HEADER 3: 0 / O N NEN 2"XIO" RI 6E W NEW (2) 1."15"X9.5" LVL n n �- _O �-- — 2 HDR. / x `� I I 2 - - zPO w z NEW 2"x8" \ N l in z in z z R.R. ® lb" O.G. o z � wNEw 2"x8' \ z a ( PROJECT: \41 dJl z O z / R.R. ® I6" O.G. �iy X ��� ` I "NEN xo.G. I M I N 0 iln MBL. R. NEw 2"x8" o a I I RENOVATION R.R. ®I6" O.G. NCO \ / \ I L - -- - - - - - - - -w�'x� - - - � 155 WEST SHORE DRIVE I / NEw 2"xl0" NEw 2"xl0" \ I I I SOUTHOLD, NY, 11971 R.R. ® Ib" O.G. R.R. ® 1612 O.G. I I ARCH 5UB-FACIA I DRAWING TITLE: I 1 I PROPOSED STRUCTURAL PLAN - - - - - - - - - - - — — — — -- — — — - - - - - - - - - - - - - - — — — — — — — — — — — — — - -- — — — — — — — — — — — — - - -1 U I43/ xo �J s, PAGE: z ol s — — — — — — — — — — S 10 4 0 i r DATE: 04/28/22 18 OF 19 II" NEN 2"x10" 3: NEw 2"x10" R.R. ® 161, O.G. z R.R. ® Ib" O.G. 1 BRED L - - - - - - - - - - - - - - - - - - - - -- - - � p d � FROPOSE17) ROOF FRAMINO PLAN 74 SCALE: 1/4" = P-O" F0 NES a C-) Lu = N J W r'I a W >- o � 4" FRESH AIR VENT J = OI L THROUGH ROOF � � Y o 0 0 v I wt m Q I I Z • I = � 1 Q W J MASTER BATHROOM LAUNDRY FULL BATH FULL BATH FULL BATH -J 00 z0') (D I epi p 2111 1 1 1 1 1 1 I 1 1 I Z >; 4 IL :, 2 1 :2111 1 I 12" 1 I 1 :: 12" I :: 12" Q Z T-i p 21 I I I 1 I I 12 1 L11:2 12 1 1 i 2 1 PROVIDE "ABESGO FP200 FIR N 1 I 12 z0 I I 1:211 1 1 I 1 1 I 1 1 1 EXPANDING FOAM" (OR EQUAL) V- Lu (D Q I I I 12" 1 12:, 1 AT ALL PENETRATIONS IN FIRE Lo m►uI RATED WALLS AND FLOORS/CEILINGS. PRODUCT 15HOWER 15HOWER - � 1 R - 1 15HOWER - �� i ASTM E 84,AND UL 147- i4, .aJ I-k 2 I I I I CONFORMS TO ASTM E I I TUB ;.0. 3.. 2 2 2 3" 21 3.. 2 3.. W DINING KITCHEN FULL BATH FULL BATH HALF BATH HALF BATH NOTE: i ROOM ALL PLUMBING WORK H SHALL CONFORM TO 2: _ LOCAL PLUMBING GODS W O _- 1 2"I 2„1 ..1 1 '..T -1 F— U -------- T I .. 12” 1 1 2 1 2"1 2 1 2.1 GLEAN OUT = J t �2" 12 1 12 1 12„ 1 1 3" 1 1 1 1 AS REQ'D (> J • I 11I 1 1:211I i IL7,� 1 1 1 PROVIDE F.A.I. a I I- 1 I I- " 141, I- 1- ISHOWER 1 ISHOWER I il . I- DW 2 3" 2 3"I 3" 3" G.O. IL a BASEMENT G.O. 11 BATHROOM 1 `� U , 4" HOUSE k :2111 MAIN DRAIN G.O. Q z2"1 1 i 2" 4:: � 1 I 2 1 I TO SEPTIC s i 12" I I I SYSTEM I 1 �� I I NOTE: 11- I I O ALL PLUMBING 4 5HOWER FUEL GAS, WORK O SHALL CONFORM TO LOCAL 5 P PLUMBING CODE d FUEL 6A5 O FLUME3I NC RISER - DRAIN / NASTE / VENT N PIPING PENETRATIONS: I. PROVIDE "ABE5G0 FF200 FR Fr,>R::b5GALE: NT5 - EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALL5 AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E 814, A5TM E 84, AND UL 1479 00 GA5 FIREPLACE J IL IL VERIFY 51ZE N 1-n w/MANU. Z m II I Ig 0 U OAS SUPPLY-/w tL U Li.i Q F' z AIR HANDLER i PROJECT: fA MASTER BATHROOM LAUNDRY FULL BATH FULL BATH FULL BATH 1 CIMINO 1 RENOVATION I . I NOT 1 ALL PLUMBING WORK O 1 SHALL CONFORM TO LOCAL PLUMBINE, CODE 1 155 WEST SHORE DRIVE Q 1 :Q I :Q o 1 :Q 1 :Q 1 Q CAS RI SER — SUFFL)" SOUTHOLD NY 11971 3 II II II 3 II III p `moa moa Q j moa moa moa I U W.G. U 31 !v 1 ! �I I �I I� 1 I �I I� 3 I !� W.G. U I I3 I !� W.G. W.G. U I LErEND =1 z 1 =I O zl O = *I .O z I 4 1 :O z I 1 :O x I I HOT NATER SCALE: NT5 ' m N1 ! N1 ! NI !N TUB N1 !=N SHOWER '"1 I� 1 SHOWER NI ! m 1 !N SHOWER NI �� m 1 !N SHOWER NI !�+lu SUPPLY DRAWING TITLE: - - N' SHED - - -I I -I I I I ---_---1• '----� '----�=--------�-=---------------1-=---i-'----------1-' ----=--1=----------1 '-------.1__------ --1 •-----=-I GOLD WATER _..-..1..-.. .-..-.._l.-..-..-1.-..-..-..-..-.I-..-..-..-..-..-..-..-.._.._..�_.._.._.f-..-..-..-.._.._. S_.._.._.I._.._..L.._.._.._.._..-..-1_..-..-..L..-..1.._.._.._.._._.._-1_.._.._..L..1� f— '-' -"- I SUPPLY PLUMBING RISER DIAGRAMS DINING KITCHEN FULL BATH FULL BATH HALF BATH HALF BATH I I GAS RISER DIAGRAM ROOM 1! EXPANDIN6 FOAM (OR EQUAL) I j AT ALL PENETRATIONS IN FIRE RATED HALLS ANI1 II FLOOR5/0EILIN55. PRODUCT O 1 j CONFORMS TO AS-M E 514, PAGE: O p� LL ASTM E 84,AND UL 1474 1a� 1 .4xy< 1 �4x 11� � 114311 P-101000 IL I 1 3 z 1 I '3 V 1 I U I : 0 1 •� U V $1 Iv = 1 I� =1 !v W.G. $I I2 T-I !v W.G. I !V W.G. KI !v W.G. j 1! 1 try !� Q4 DW �I !U Ii SHOWER N I !N m Q �U SHOWER tV I !_� m N I m cV I ! m �I •� �I I �I I I �I I- ---------------------------1 '---- ;----------------------L' ----=---1=------ --� '-----: - I- - -- - -- '-I----. _j: — _..-..-.._..-..-..-..-..-..-..-..-..-.._.._..-. -..Z..-..-.._..�.._.._.._..-..-..-..-.I-..-..-..-..-..-..5-..-..-.I.-.._..1..-..-..-..-..-..-1_.._..-..L..T.--1.-.. -._-1_.._.._1_ . . _..L..J DATE: 04/28/22 19 OF 19 CONNECT TO I I I WATER SUPPLY 1 I I SYSTEM i E,D ATO STREET /� I i MAIN z I WALL HUNGrkqATER 1 B0ILER/k4ATER I HEATER COMBO AIR A =37 HANDLER 9A€�F N�•VY"t FLUMB I NC RISER - SUPPLY' 5GALE: NT5 I so-� "�s 4lqOMENDM NT ' ' '°'�.�• DRILL AND EPDXY SET 12"LONG#5 REBAR : ; sem i DOWELS AT 24"OC-TYPICAL WHERE f PROPOSED FOUNDATION WALLS MEET EXISTING �t 1 C ��23 EXISTING 2-STORY HOUSE WALLS DEC 22'-4° El 11 El El 4" OU,RErJ.QDN�RETE SLAB WITH 6X6 P 24 ' "LONG#3 REBAR AT 24"OC, LEAVEI ❑ ❑ 11 WWM AT MID DEPTH ON MECHANICALLY UP 12" FOR FUTURE BEND OVER AND I ❑ O I 6'-0 COMPACTED SAND BACK FILL CONNECTION TO SLAB WWN - - ❑ ❑ 4' CL I STEPS FOUNDATION: El El I - w FOOTING. 8 SLAB WITH#4 REBAR AT 12 OC BOTH WAYS, BOTTOM El El -� In CLEAN MECHANICALLY c I I OF SLAB 36"BELOW GRADE. OUTER STEP RISERS: CMU BLOCK El El COMPACTED SAND Z � _ BUILD-UP ON FOOTING SLAB. FILL INSIDE FOUNDATION WALLS ❑ ❑ Q WITH COMPACTED FILL IN 6"LIFTS AND WATERED THOROUGHLY. I 110 8„ 0 co I I TOP WITH 4" POURED CONCRETE SLAB WITH 6X6 WWM. J LL NEW FOUNDATION WALL:8" u_ w THICK POURED CONCRETE o w WALL WITH#4 REBAR AT 24". . CO, OC HORZ/VERTICAL. lao 0 4"THICK POURED CONCRETE UNDER SLAB WITH 6X6 _ =O I WELD WIRE MESH REINFORCING AND PERIMETER I I o L Z-1011O 0 I HAUNCH TO FOUNDATION WALL.AFTER FOUNDATION WALLS HAVE CURED, FILL WITH CLEAN SAND AND ~ I MECHANICALLY COMPACT IN 6"THICK LIFTS TYPICAL PORCH STEPS DETAIL N co o ©�SCALE: NTS L 1'-4" FOOTING EMBEDDED COLUMN BASE-SIMPSON CBSQ66-SDS,LOCATION AS PER PLAN, 4"POURED CONCRETE SLAB WITH 6X6 EMBEDDED COLUMN BASE- o C) I 8"WALL SET IN SLAB CONCRETE POUR-TYPICAL WWM AT MID DEPTH ON MECHANICALLY SIMPSON CBSQ66-SDS, COMPACTED SAND BACK FILL ` ` ` ` LOCATION AS PER PLAN, SET _ IN SLAB CONCRETE POUR BLUESTONE FINISH _ _T [E00 OO OO❑ Z APPROVED AS N TED , „ oo OO 00❑ , :4, cn N 24"LONG#3 REBAR AT 24"OC,LEAVE UP 12" - 11 w-j = DATE' ���-.�3 " 0-5 � y 0 5 FOR FUTURE BEND OVER F►ND CONNECTION t'– "�:^�.—B.P. � TO SLAB W W N FE .� BY 24'-0" CLEAN MECHANICALLY COMPACTED SAND NOTIFY BUILDING DEPARTMENTAT 28'-4" OVERALL FOOTING WIDTH ADJUST FOR FIELD DIMENSIONS 12/+32429 z 631-765-1802 8AM TO 4PM FOR THE NEW FOUNDATION WALL: 8"THICK POURED 8.. � FOLLOWING INSPECTIONS: EDWARD ARMUSENGINEERING,PLLC RI NI- DESCRIPTION DATE REVISIONS CONCRETE WALL WITH#4 REBAR AT 24"OC M 1. FOUNDATION-TWO REQUIRED FOUNDATION PLAN CIMINO RESIDENCE HORZ/VERTICAL. FOR POURED CONCRETE °O 2. ROUGH-FRAMING&PLUMBING SCALE: 1/4" = 1'-0" �ti° !�,`�%r SCTM#0900-254-02-05.02 FOOTING:8"x16"WITH (3)CONTINUOUS#4 3. INSULATION �� rP �: o,�, REBAR AND#4 TRANSVERSE BARS AT 24"OC 1'-4" *��v`` �'r 155 WEST SHORE DRIVE 4. FINAL-CONSTRUCTION MUST _ TOWN of souTHOLD 6 BE COMPLETE FOR C.O. I, U ii H TYPICAL PORCH FOOTING DETAIL ALL CONSTRUCTION SHALL MEET THE z /z0z / COVERED PORCH SCALE: NTS REQUIREMENTS OFTHE CODES OF NEW cA9oFrs,or`%% sem: 1/4'=l'-0' DRAMMG: YORK STATE. NOT'-.RESPONSIBLE FOR DATE: AUGUST 2023 ESIGN OAlA fd CO"J;I RUCTON ERRORS PROJND_ 23-03.ta CONSULNJG QJGINEQ2 33D@.RRUN,WATBt"6�NEW YGPo(1,B18 GIRDER ENDS TO LAND IN EXISTING PERIMETER DROP GIRDER TO BE WRAPPED WALL WITH NEW STUD POSTING EXISTING 2-STORY HOUSE WALLS WITH PVC TRIM, VERSATEK OR EQUAL CRICKET 2X10 RR ON SIDEWALL 2X10 RR ON SIDEBALL 11 El 00 N 2X10 SLOPED RR AT 16"OC &5/8"SHEATHING 2X10 SLOPED RR AT 16"OC &5/8"SHEATHING 2X10 CEILING JOISTS AT 16"OC WITH 2X6 C-? STRONGBACK AND 2X4 VERTICAL HANGER TO RIDGE ]JEJEll 0 0 MORTAR SET BLUESTONE WITH DRAINAGE MAT TO PERIMETER 2XI0 SLOPED RR AT 16"OC &5/8"SHEATHING 2X10 SLOPED RR AT 16"OC &5/8"SHEATHING PERIMETER DROP GIRDER TO BE WRAPPED WITH PVC TRIM,VERSATEK OR EQUAL z 0 0 2X10 CEILING JOISTS AT 16"OC WITH 2X6 C4 STRONGBACK AND 2X4 VERTICAL HANGER TO RIDGE x 04 (.0 2X10 SLOPED RR AT 16"OC &5/8"SHEATHING 2X10 SLOPED RR AT 16"OC &5/8"SHEATHING T-1011 71-1011 71-1011- t L--- ------------------ L 1001001E] U10010010010 ❑ TROOF OVERHANG, 12-TYPICAL COVERED PATIO PLAN ROOF PLAN SCALE: 1/4" = l'-O" SCALE: 1/4" l'-O" EDWARD ARIVILIS ENGINEERING,PLLC REV.NO. DESCRIPTION DATE REVISIONS CIMINO RESIDENCE ()F NSf,, SCTM#0900-254-02-05.02 155 WEST SHORE DRIVE C: TOWN OF SOUTHOLD C) Lu 3 COVERED PORCH 'a OFcosi(o)N� SCALE: 1/4'=1'-0' G: DATE: - AUGUST 2023 A2 Ca TINGENGNEER WDEERRMWATERLMJ,ff Y0FX11976 PRQjNo-- 23-03.18 t ROOF:ROOF SHINGLES TO MATCH EXISTING HOUSE ROOF IN STYLE AND COLOR,SELF ADHERING ICE&WATER OVER ENTIRE ROOF SURFACE,e"THICK SHEATHING G SER P�16 O ?X 10 X 1�FtP RAFTER 12 2 AT 76" 14 2X4 VERTICAL HANGER OC f-2X4STRONGBACK 2 X 10 X 24FT CEILING JOIST AT 16"OC PERIMETER GIRDER,THREE 9.5"LVL LINE OF PERIMETER GIRDER FASCIAS AND SOFFIT TO BE PVC WRAPPED TWO SIMPSON LPC4Z POST CEILING FINISH-CHOICE BY OWNER CAP AT EACH COLUMN U z J C• U W o � aO ~ 6 X 6 COLUMNS,LOCATIONS AS PER PLAN,COLUMNS LL co TO BE PVC WRAPPED,VERSATEK OR EQUAL x x x 4"POURED CONCRETE SLAB WITH 6X6 WWM AT MID DEPTH ON MECHANICALLY EMBEDDED COLUMN BASE-SIMPSON CBSQ66-SDS, COMPACTED SAND BACK FILL LOCATION AS PER PLAN,SET IN SLAB CONCRETE POUR BLUESTONE FINISH CO — N Z F NEW FOUNDATION WALL:SEE DETAILS 0 6" 8" - o .'. io co PORCH SECTION SCALE: 3/8" = 1'-0" EDWARD ARMUS ENGINEERING,PLLC REV.NO. DESCRIPTION DATE REVISIONS CIMINO RESIDENCE ti OF SCTM#0900-254-02-05.02 .,rPe y�moo`' 155 WEST SHORE DRIVE TOWN OF SOUTHOLD � 23If z� COVERED PORCH - SCA J8416� G;�J 9OFES51U�- SCALP: 1/4"=1'-0• DNAwNc: DATE: AUGUST 2023 4 COKAILTINGENGINEER 36DEMRUKWAER1A.LW&•YM11W8 PRaNG_ 2303.18 n